WI_RW_PRINT SET 2-9-22 DRAWINGS.pdf
PDF 44 MB Posted
- Solicitation number
- W912DQ22B1004
About this file
This solicitation is for construction activities for the Wilson Relief Well project located in Russell County, Kansas. The US Army Corps of Engineers, Kansas City District is seeking a contractor to install relief wells and complete associated earthwork, rockwork, and clearing at Wilson Dam. The scope of work includes installing new relief wells and outfalls, modifying discharge piping for existing relief wells, lining existing relief wells, abandoning existing wells, and replacing drainage features to transmit flows from relief wells and seepage upstream of the outlet works. Contractors will be responsible for furnishing all necessary equipment, labor, management, quality control, materials and supplies to satisfactorily perform the construction activities which may include relief well replacement.
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Text version
...\civ\480831 Relief Well\6.1 Drawings\CAD_BIM\_Sheets\WI_RW_G-001.dgn
7:43:25 AM 2/11/2022 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
KANSAS CITY DISTRICT
F
IL
E N
A M
E
G-001
C O
V E
R
TBD
WILSON LAKE DAM
SALINE RIVER, KANSAS
INSTALL RELIEF WELLS , P2-480831
W912DQ-22-B-1004
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9:47:39 AM 2/11/2022
...\civ\480831 Relief Well\6.1 Drawings\CAD_BIM\_Sheets\WI_RW_G-002.dgn
SHEET NO. TITLE CADD FILE NO.
G-004
GENERAL
G-002
G-001
G-003
CIVIL
G-005
COVER
INDEX
ABBREVIATIONS
LEGEND
LOCATION AND VICINITY MAPS
WI_RW_G-001.DGN
WI_RW_G-002.DGN
WI_RW_G-003.DGN
WI_RW_G-004.DGN
WI_RW_G-005.DGN
V-100
SURVEY
A
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K E
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C A
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G
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G-002
IN
D
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W I_
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G -0
.D
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X X
X
OVERALL SITE PLAN - EXISTING CONDITIONS
CG501 WI_RW_CG501.DGN
WI_RW_CG502.DGN
WI_RW_CG503.DGN
WI_RW_CG504.DGN
WI_RW_CG505.DGN
RELIEF WELL DETAILSCG502
CG503
CG504
CG505
RELIEF WELL DETAILS
V-101
V-102
V-103
V-104
WI_RW_V-100.DGN
WI_RW_V-101.DGN
WI_RW_V-102.DGN
WI_RW_V-103.DGN
WI_RW_V-104.DGN
CS100
CS101
CS102
CS103
CS104
OVERALL SITE PLAN
SITE PLAN AREA "D"
SITE PLAN AREA "C"
SITE PLAN AREA "B"
SITE PLAN AREA "A"
WI_RW_CS100.DGN
WI_RW_CS101.DGN
WI_RW_CS102.DGN
WI_RW_CS103.DGN
WI_RW_CS104.DGN
CS301 WI_RW_CS301.DGNCROSS SECTIONS
CG506 WI_RW_CG506.DGN
CS501 WI_RW_CS501.DGN
FILE NO.
E-1-1250
E-1-1390
E-1-1414
E-1-1415
E-1-1416
E-1-1417
E-1-1418
E-1-1419
E-1-1420
E-1-1421
DETAIL AND INSTALLATION SCHEDULE OF 6" WELLS
RESOURCE
RC101
RC102
RC103
RC104
RC105
RC106
RC107
RC108
RC109
RC110
E-1-526ARC111 DOWNSTREAM TOE DRAINAGE DETAILS
DETAIL OF 4" RELIEF WELL LINER AND INSTALLATION SCHEDULE
GENERAL PLAN
INSTRUMENTATION PLAN AND SCHEDULE
RELIEF WELL INSTALLATION DETAILS
PLAN, TYPICAL SECTION, INSTALLATION SCHEDULE, AND PUMP TEST SCHEDULE
LEGEND OF BORINGS
GELOGIC PROFILE ALONG RELIEF WELL LINE
BORING LOGS
BORING LOGS
RELIEF WELL LINER DETAIL AND INSTALLATION SCHEDULE
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE PLAN AREA "A" - EXISTING CONDITIONS
SITE PLAN AREA "B" - EXISTING CONDITIONS
SITE PLAN AREA "C" - EXISTING CONDITIONS
SITE PLAN AREA "D" - EXISTING CONDITIONS
CD101
CD102
WI_RW_CD101.DGN
WI_RW_CD102.DGN
SITE PLAN AREA "A" - DEMOLITION
SITE PLAN AREA "B" - DEMOLITION
G-006 WI_RW_G-006.DGN
B-100
B-101
B-102
B-103
B-104
WI_RW_B-100.DGN
WI_RW_B-101.DGN
WI_RW_B-102.DGN
WI_RW_B-103.DGN
WI_RW_B-104.DGN
GEOTECHNICAL
SITE PLAN - BORING LOCATIONS
DETACHED BORING LOGS
DETACHED BORING LOGS
DETACHED BORING LOGS
DETACHED BORING LOGS
B-105 DETACHED BORING LOGS WI_RW_B-105.DGN
WI_RW_RC101.DGN
WI_RW_RC102.DGN
WI_RW_RC103.DGN
WI_RW_RC104.DGN
WI_RW_RC105.DGN
WI_RW_RC106.DGN
WI_RW_RC107.DGN
WI_RW_RC108.DGN
WI_RW_RC109.DGN
WI_RW_RC110.DGN
WI_RW_RC111.DGN
CG101 WI_RW_CG101.DGNSITE PLAN AREA "A" - GRADING
CD104 WI_RW_CD104.DGNSITE PLAN AREA "D" - DEMOLITION
CD103 NOT USED NOT USED
RELIEF WELL AND SITE DETAILS
C F
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BORROW AREA AND PROJECT STATIONING INFORMATION
B-106 WI_RW_B-106.DGN
B-107 DETACHED BORING LOGS WI_RW_B-107.DGN
BORROW PIT - TEST PIT LOCATIONS
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DS: .dscriptPD: 12:56:47 PM 2/9/2022
WI_RW_G-003.dgn
BTUH
BTU
BT
BRKT
BRG
BRDG
BRCG
BOT
BOS
BOF
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BM
BLKG
BLK
BLDG. DIR
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GYPSUM
GLAZED WALL TILE
GYPSUM WALLBOARD
GAS VALVE
GRAVEL
GRATING
GROUND
GRADE
GALLONS PER MINUTES
GOVERNMENT
GLASS
GALVANIZED IRON
GENERAL
GARBAGE DISPOSER
GALVANIZED
GALLON
GAUGE
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GROUND CLEANOUT
GAS
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GV
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INTERRUPTING ELECTRICAL
ILLUMINATING ENG. SOCIETY
INVERT ELEVATION
INTERCOM
INTERNATIONAL BUILDING CODE
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QUARTERS
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REINFORCED CONCRETE BOX
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UNDERGROUND
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WEATHER PROOF
WATER LINE
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BOTTOM OF FOOTING
BACK OF CURB
BEAM
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BUILDING DIRECTORY
BUILDING
BUILDING LINE
BITUMINOUS
BOUNDARY
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BATTEN INSULATION
BENCH MARK
BALL AND BURLAP
MAHOGANY
MANHOLE
MOTOR GENERATOR
MANUFACTURE
MANUFACTURING
METAL
MASONRY EXPANSION JOINT
MECHANICAL
MATCH EXISTING
THOUSAND CIRCULAR MILLS
MASONRY CONTROL JOINT
MAXIMUM
MATERIAL
MACHINE
MATCHED & BEADED
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MHGY
MH
MG
MFR
MFG
MET
MEJ
MECH
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MAX
MAT
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AT-FP
ASWG
ASPH
ARCH
APPROX
APPD
AP
AMP
ALT
ALUM
AIC
AI
AHU
AGG
AFG
AFFF
AFF
AD
ACSR
AC
ABT
AB
AVERAGE
AUTOMATIC
ACOUSTICAL TILE CEILING
FORCE PROTECTION
ANTI-TERRORISM
AMERICAN WIRE GAUGE
ASPHALT
ARCHITECTURAL
APPROXIMATE
APPROVED
ACCESS PANEL
AMPERE
ALTERNATE
ALUMINUM
CAPACITY (SYM RMS)
AMPS INTERRUPTING
AREA INLET
AIR HANDLING UNIT
AGGREGATE
ABOVE FINISH GRADE
AQUEOUS FILM-FORMING FOAM
ABOVE FINISH FLOOR
AREA DRAIN
STEEL REINFORCED
ALUMINUM CONDUCTOR
ALTERNATING CURRENT
ABOUT
ANCHOR BOLT
SYMMETRICAL
SWITCHBOARD
SWITCH
SUSPENDED
SUB FLOOR
SPRAR UNIT
STAIRWAY
STRUCTURAL
STORAGE
STONE
STEEL
STRINGER
STIFFENER
STANDARD
STATION
STRAND
SEAM METAL ROOF
STRUCTURAL STANDING
SANITARY SEWER MANHOLE
SANITARY SEWER
SUPPLY REGISTER
SQUADRON
SQUARE
SPECIAL
SPEAKER
SPACE HEATER
SOUNDPROOF
SPECIFICATIONS
SINGLE POLE DOUBLE THROW
SPACING
SEISMIC SURVEY
SIMILAR CONDITION
SHEATHING
SHEET
STRUCTURAL FACING UNIT
SEQUENCE
SECRETARY
SECTION
STORM DRAIN MANHOLE
STORM DRAIN
SCUTTLE
SCREW
SCUPPER
SCHEDULE or SCHEDULED
SPLASH BLOCK
SUPPLY AIR FAN
SUPPLY AIR
SIDEWALK
STAINLESS STEEL
SUPPLY DIFFUSER
STORM DRAIN
SOUTH
CLEANOUT
COUNTER
CONCRETE MASONRY UNITS
CERAMIC MOSAIC TILE
CORRUGATED METAL PIPE
CLOSED
COLUMN
CAULKING
CEILING
CHAIN LINK FENCE
CIRCUIT BREAKER
CIRCUIT
CHECKED
CONSTRUCTION JOINT
CIRCULAR
CURB INLET
CORNER GUARD
CUBIC FEET PER MINUTE
CEMENT
COVER ELEVATION
CATCH BASIN
CAPACITY
CABINET
REPRESENTATIVE
CONTRACTING OFFICER
CORPS OF ENGINEERS
CAST IRON
CONDUIT (for raceway)
CURB & GUTTER
CENTER TO CENTER
CENTER LINE
LIGHTING
LIGHT WEIGHT
LIGHT
LIGHT PROOF SHADE
LOW POINT
LONGITUDINAL
LINTEL
LANDING
LONG - LEG VERTICAL
LONG - LEG HORIZONTAL
LAWN IRRIGATION SYSTEM
LINEAR
LENGTH
ENVIROMENTAL DESIGN
LEADERSHIP IN ENERGY &
LOADING
LOAD
POUND
LUMBER
LAVATORY
LAUNDRY
LUMEN
A B
B R
E V
IA
T
IO
N S
G-003
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
PVC
PTN
PTD
PT
PSI
PSF
PRV
PRPT
PROP
PROJ
PREFAB
PR
PP
POT
POV
PORC
POL
PNL BD
PNL
PLY WD
PLG
PLBG
PLATF
PLAS
} or P
PL
PIV
PI
PH or 0
PERF
PD
PC
PBS
PAN. B
PA
P/S
P. LAM.
P
POLY VINYL CHLORIDE
PARTITION
PAINTED
POINT
POUNDS/SQUARE INCH
POUNDS/SQUARE FOOT
PRESSURE REGULATING VALVE
PARAPET
PROPOSED
PROJECTION
PREFABRICATED
PAIR
POWER POLE
POINT OF TANGENCY
PRIVATE OWNED VEHICLE
PORCELAIN
POLISH
PANEL BOARD
PANEL
PLYWOOD
PILING
PLUMBING
PLATFORM
PLASTER
PLATE
POWER LINE
POST INDICATOR VALVE
POINT OF INTERSECTION
PHASE
PERFORATED
PAVEMENT DRAIN
PRECONNECT (FDC)
PUSH BUTTON STATION
PANIC BOLT
PUBLIC ADDRESS
PRESTRESSED
PLASTIC LAMINATE
POLE
DWLS
DWG
DWD
DTL
DS
DR
DPST
DP
DOM
DOIM
DO
DN
DIST
DIM
DIAPH
DIAG
DIA or ~
DHWS
DHWR
DH
DF
DEPT
DEPR
DEG
DCW
DCL
DCJT
DC
DBL
DB
DA
D.I.
D.C.J.
D&M
D d
DOWELS
DRAWING
DRINKING WATER DISPENSER
DETAIL
DOWN SPOUT
DRAIN
DOUBLE POLE SINGLE THROW
DAMPPROOFING
DOOR OPERATOR MOTOR
MANAGEMENT
DIVISION OF INFORMATION
DOOR OPENING
DOWN
DISTRIBUTION
DIMENSION
DIAPHRAGM
DIAGONAL
DIAMETER
DOMESTIC HOT WATER SUPPLY
DOMESTIC HOT WATER RETURN
DOUBLE HUNG
DRINKING FOUNTAIN
DEPARTMENT
DEPRESSION
DEGREE
DOMESTIC COLD WATER
DOOR CLOSER
DUMMY CONTROL JOINT
DIRECT CURRENT
DOUBLE
DRY BULB
DOUBLE ACTING
DUCTILE IRON
DOWELED CONTROL JOINT
DRESSED & MATCHED
DATUM OR DRYER
PENNY (as in nail-10d)
W I_
R W
G -0
.D
G N
X X
X
C F
O R
S Y
T H
CUTTING PLANE LINE
SECTION IDENTIFICATION LETTER
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
OBJECT REFERENCED
CUTTING PLANE LINE
OBJECT REFERENCED
DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
DETAIL BOUNDARY
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
WHERE DETAIL IS SHOWN
SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
PLAN NORTH
TRUE NORTH
GRAPHIC SCALE
TEXT SCALE
DETAIL TITLESECTION TITLE
SCALE SCALE
GRID DESIGNATOR
GRID DESIGNATOR GRID DESIGNATOR
PLAN OR PROFILE TITLE
D E
S C
R
IP
T
IO
N
A
M A
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D A
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B
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D
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U .S
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READY TO ADVERTISE
F E
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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg7:09:36 AM 2/11/2022
...\civ\480831 Relief Well\6.1 Drawings\CAD_BIM\_Sheets\WI_RW_G-004.dgn
DRAWING SET TABLE OF CONTENTS
SITE PLAN LINE STYLE LEGEND
SHEET NAMING LEGEND
CS501
SAMPLE SHEET NAME: SAMPLE CADD FILE NAME:
K1001_CS501.DGN
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
AE
A-
SE
CU
CP
CG
CS
CD
C-
B-
V-
G-
ARCHITECTURAL ELEMENTS
ARCHITECTURAL GENERAL
STRUCTURAL
CIVIL SITE UTILITY
CIVIL SITE PAVING
CIVIL GRADING
CIVIL SITE
CIVIL DEMOLITION
CIVIL GENERAL
GEOTECHNICAL
SURVEY/MAPPING
GENERAL
MECHANICAL CONTROLS
MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
PLUMBING
FIRE SPRINKLER
FIRE ALARM
FIRE PROTECTION
INTERIOR ELEMENTS - FURNITURE
INTERIOR ELEMENTS
INTERIOR GENERAL
MI
MH
MD
M-
P-
FX
FA
F-
IF
IN
I-
TELECOMMUNICATION SITE
TELECOMMUNICATION
ELECTRICAL POWER
ELECTRICAL LIGHTING
ELECTRICAL LIGHTING PROTECTION
ELECTRICAL SITE
ELECTRICAL DEMOLITION
ELECTRICAL
TS
T-
EP
EL
EG
ES
ED
E-
DISCIPLINE DESIGNATION
PROPERTY LINE
CONSTRUCTION EASEMENT
CONSTRUCTION CONTRACT LIMIT
RIGHT OF WAY
FIBER OPTICS
TREE LINE
SANITARY WASTE
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
COMMUNICATION
NEW LEVEE
FEDERAL LEVEE
NON-FEDERAL LEVEE
BERM
DITCH
RIPRAP PLAN VIEW
WATER LINE
SANITARY SEWER - FORCE
TELEPHONE
DEMOLITION UTILITY LINE
STORM DRAIN
FENCE
RAILROAD
GUARDRAIL
ELECTRICAL SECONDARY
ELECTRICAL PRIMARY
TERMS AND ABBREVIATIONS
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUTOFF
NATURAL GAS MANHOLE
NATURAL GAS METER
MANHOLE ELECTRICAL
ELECTRICAL HANDHOLE
TELEPHONE MANHOLE
COMMUNICATION MANHOLE
T
TRANSFORMER (POLE MOUNTED)
GUY WIRE
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
BORING DRILLED
BORING UNDRILLED
PIEZOMETER
MONITORING WELL
FIRE HYDRANT
HORIZONTAL VERTICAL CONTROL POINT
UTILITY POLE
COMPACTED EARTH
SITE PLAN SYMBOL LEGEND
MATERIAL SYMBOL LEGEND
FILTRATION BED
CONCRETE
ROCK
RIPRAP
ASPHALT
SHEET REFERENCE SYMBOL LEGEND
FULL ELEMENT SECTION
PARTIAL ELEMENT SECTION
DETAIL INDICATOR
EXTERIOR ELEVATION
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
A1
SITE PLAN
SCALE: 1" = 20'-0" 20' 40'0
N
DRAWING TITLE (TYP) NORTH ARROW
D4 SCALE: 1" = 20'-0"
BICYCLE RACK DETAIL
E8 SCALE: 1" = 20'-0"
PAVEMENT SECTION
DETAIL TITLESECTION TITLE
CULVERT - DRAINAGE PIPE
G-004
L E
G E
N D
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
FIBER OPTIC VAULT
3-MAILBOX CLUSTER
2-MAILBOX CLUSTER
W I_
R W
G -0
.D
G N
X X
X
SEE SHEET S-001 FOR LEGEND
STRUCTURAL LEGENDGEOTECHNICAL LEGEND
FLOW DIRECTION
RELIEF WELL AND
BOLLARDS
C F
O R
S Y
T H
E
VIEWING PLANE
VIEWING PLANE
LS
LGTH
LBS
IS
INV
IN
I.D.
HYD
HT
GV
GRVL
GRND
GA
G.V.
G
FV
FT
FM
FL
FFE
FIG
FI
FH
E/EX./EXIST
EW
ES
EQ
EOR
EOP
EL
E
DWLS
DGN
DTL
DIP
DIM
DI
DEG
DB
CU YD
CP
CONC
COMM
CMP
CLF
CI
CFS
CB
CAP
C.O.R.
C.O.E.
C.I.
CLSM
CL
BTM
BOS
BLDG
BDRY
B.M.
B&B
AVG
AVE
ASPH
APPROX
AI
LOW STEEL
LENGTH
POUND
INDUSTRIAL SEWER
INVERT
INCH
INSIDE DIAMETER
HYDRAULIC
HEIGHT
GAS VALVE
GRAVEL
GROUND
GAUGE
GATE VALVE
GAS
FIELD VERIFY
FEET
FORCE MAIN
FLOW LINE
FINISHED FLOOR ELEVATION
FIGURE
FIELD INLET
FIRE HYDRANT
EXISTING
EACH WAY
END SECTION
EQUAL
ENGINEER OF RECORD
EDGE OF PAVEMENT
ELEVATION (GRADE OR BLDG)
ELECTRIC
DOWELS
DRAWING
DETAIL
DUCTILE IRON PIPE
DIMENSION
DIAMETER
DUCTILE IRON
DEGREE
DRAIN BASIN
CUBIC YARDS
CONTROL POINT
CONCRETE
COMMUNICATIONS
CORRUGATED METAL PIPE
CHAIN LINK FENCE
CURB INLET
CUBIC FEET PER SECOND
CATCH BASIN
CAPACITY
CONTRACTING OFFICER REPRESENTATIVE
CORPS OF ENGINEERS
CAST IRON
CONTROLED LOW STRENGTH MATERIAL
CENTER LINE
BOTTOM
BOTTOM OF STEEL
BUILDING
BOUNDARY
BENCH MARK
BALL AND BURLAP
AVERAGE
AVENUE
ASPHALT
APPROXIMATE
AREA INLET
YARD
WELDED WIRE FABRIC
WATER VALVE
WATER MANHOLE
WATERLINE
WITHOUT
WITH
WEST
VOLUME
VERTICAL
VITRIFIED CLAY PIPE
UTILITY
UNKNOWN
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
UNDERGROUND
UNITED STATES
TYPICAL
TEST PIT
TOP OF STEEL
TOP OF CONCRETE
TELEPHONE
TOP AND BOTTOM
STANDARD
STATION
SANITARY SEWER MANHOLE
SANITARY SEWER
SPECIFICATIONS
SPACING
SECTION
STORM DRAIN MANHOLE
STORM DRAIN
SIDEWALK
SOUTH
RIGHT OF WAY
REVISIONS
REQUIRED
REINFORCMENT
ROAD
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
RADIUS
POUNDS/SQUARE INCH
POUNDS/SQUARE FOOT
PROPOSED
POWER POLE
POWER LINE
POST INDICATOR VALVE
POLY VINYL CHLORIDE
PERFORATED
PAVEMENT DRAIN
POLE
OVERHEAD ELECTRIC
OVERHEAD
OUTSIDE DIAMETER
ON CENTERS
NUMBER
NOT IN CONTRACT
NORTH/NEW
MONITORING WELL
MONUMENT
MINIMUM
MANHOLE
MECHANICAL
MATCH EXISTING
YD
WWF
WV
WMH
WL
W/O
W/
W
VOL
VERT
VCP
UTY
UKN
UGT
UGE
UG
U.S.
TYP
TP
TOS
TOC
TEL
TAB
STD
STA
SSMH
SS
SPEC
SP
SECT
SDMH
SD
SW
S
ROW
REV
REQ'D
REINF
RD
RCP
RCB
RAD OR R
PSI
PSF
PROP
PP
PL
PIV
PVC
PERF
PD
P
OHE
OH
OD
OC
NO.
NIC
N
MW
MON
MIN
MH
MECH
ME
MW
CS501
A1
CS501
A1
CS501
B2
CS501
C3
A-201
D2
A-201
D2
A-202
C2
A-201
W
W
W
S
ST
CO
D
G
G
G
E
E
C
T
J8
F2 H3
G6
S C
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IP
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IO
N
A
M A
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D A
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
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IC
IT
A T
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N N
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S
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S U
B M
IT
T E
D B
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C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
E
SHEET ID
F
IL
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A M
E
A N
S
E C
O V
E R S
H E
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S E
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E R S
H E
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IT
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T
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P -4
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M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
DS: .dscriptPD: 12:57:44 PM 2/9/2022
WI_RW_G-005.dgn
F
IL
E N
A M
E
A N
S I
G-005
E C
O V
E R S
H E
E T
S E
E C
O V
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H E
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K A
N S
A S C
IT
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M O
K A
N S
A S C
IT
Y D
IS
T R
IC
M A
R S
K E
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
SALINA LOUIS
ST.
MOINES
DES
OMAHA
NEBRASKA
KANSAS
IOWA
MISSOURI
SALINA
CITYKANSAS
LOUIS
ST.
MOINES
DES
OMAHA
INTERSTATE
INTERSTATE
WICHITA
INTERSTATE
INTERSTATE
E5 SCALE: NTS
N
VICINITY MAP
E1 SCALE: NTS
N
REGIONAL MAP
A1 SCALE: NTS
N
LOCATION MAP
R
C A
U T
H E
N
H
M
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D E
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W I_
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L O
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N A
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IN
IT
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A P
S
PROJECT VICINITY
PROJECT LOCATION
PROJECT AREA
WILSON LAKE
TOPEKA
X X
X
PROJECT SITE
A5 SCALE: 1" = 300'
N
PROJECT AREA MAP AND BORROW AREAS
BORROW AREA*
C F
O R
S Y
T H
* SEE SHEET G-006 FOR ADDITIONAL BORROW AREA DETAILS.
LIMESTONE POSTS
FLUME
DAM CENTERLINE STATIONING
RELIEF WELL PROJECT LIMITSRELIEF WELL PROJECT LIMITS
STAGING AREA
BORROW AREA
ROUTE
HAUL
STAGING AREA
WI
WI
WI
WI
WI
WI
WI
WI
COCO
COCO
CO
WWW
W
W
WWW
W
W
COCO
WWW
W
W
ACCESS ROAD (GRAVEL)
W
INDOW
DRAIN (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (GRAVEL)
ACCESS ROAD (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (GRAVEL)
ACCESS ROAD (GRAVEL)
ACCESS ROAD (GRAVEL)
W
INDOW
DRAIN (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (ASPHALT)
ACCESS ROAD (ASPHALT)
WINDOW DRAIN (GRAVEL)
COCO
WIWIWI
WI
WI
WIWIWI
WI
WI
COCO
CBCB
D E
S C
R
IP
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N
A
M A
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D A
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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S O
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D B
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SHEET ID
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M is s io n P ro je c ts c iv w il s o n
R e li e f
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A D
B
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S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
DS: .dscriptPD: 12:58:51 PM 2/9/2022
WI_RW_G-006.dgn
F
IL
E N
A M
E
G-006
X
X
A
M A
R S
K E
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C A
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H E
N
H
M
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D E
N B
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G E
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W I_
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G -0
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G N
NN
80' 160'0A1
OVERALL SITE PLAN
S T
A T
IO
N
IN
G I
N F
O R
M A
T
IO
N
SHEET NOTES
WELL PROJECT LIMITS.
THE DAM CENTERLINE STATIONING AND THE RELIEF
THIS SHEET IS SHOWS THE RELATIONSHIP BETWEEN1.
C F
O R
S Y
T H
E
BORROW AREA DETAIL
B O
R R
O W A
R E
A A
N D P
R O J E
C
V-102 AND V-103).
(SEE NOTE NO. 2 ON
STAGING AREA
FLUME
DRAIN PIPE
SANDSTONE
DAM CENTERLINE STATIONING
1474.38
1474.35
GUTTER
CONCRETE
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
CONCRETE GUTTER
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
RW 12W
(PUMPED)
Flume exit
Flume entrance
COCO
ELEVATION = 1461.28
TOP STORM CLEANOUT #1
COCO
ELEVATION = 1462.12
TOP STORM CLEANOUT #2
CO
WWW
W
W
WWW
W
W
COCO
ELEVATION = 1463.21
TOP STORM CLEANOUT #3
WWW
W
W
CO
ELEVATION = 1464.14
TOP STORM CLEANOUT
CO
WIWIWI
WI
WI
WIWIWI
WI
CO ELEVATIO = 1465.52
TOP STORM MANHOLE
CO
CB
ELEVATIO = 1473.94
TOP STORM GRATED INLET
CB
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
DS: .dscriptPD: 12:59:24 PM 2/9/2022
WI_RW_V-100.dgn
F
IL
E N
A M
E
V-100
X
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
W I_
R W
V -1
.D
G N
O V
E R
A L L S
IT
E P
L A
N
E X
IS
T
IN
G C
O N
D
IT
IO
N S
NN
80' 160'0
OVERALL SITE PLAN - EXISTING CONDITIONS
A1
V-101
V-102
V-103
V-104
E:232402.22
N:1171753.48
E:232029.43
ACCESS ROAD
ELEVATION = 1461.28
TOP STORM CLEANOUT
ELEVATION = 1462.12
TOP STORM CLEANOUT
ELEVATION = 1463.21
TOP STORM CLEANOUT
ELEVATION = 1464.14
TOP STORM CLEANOUT
ELEVATION = 1473.94
TOP STORM GRATED INLET
ELEVATIO = 1465.52
TOP STORM MANHOLE
NO EXCAVATION BELOW THE SURROUNDING GRADE IS PERMITTED.
BORROW AREA CONTAINS ONLY EXISTING STOCKPILED MATERIAL.2.
THE EXTENTS OF THIS DRAWING.
SURVEY CONTROL POINTS ARE LOCATED BEYOND 1.
NOTES:
DATE OF SURVEY: SUMMER 2019.
GEOID: 12A CONUS.
NGVD 88, NAD 83 , KANSAS NORTH STATE PLANE (KSN 1501).
DATUM INFORMATION:
E 1,172,734.95
N 231,201.26CONTROL POINT 2 -
E 1,168,047.70
N 232,134.90CONTROL POINT 1 -
N:1171781.08 N:1171639.16
E:232076.67
N:1171673.28
E:232181.38
AREA
STAGING
C F
O R
S Y
T H
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
PZ 6
PZ-6
PZ-6
1-1
PZ-6
PZ-6
RW
TOP O
F R
ISER
EL.
= 1
3.9
RW
TOP O
F R
ISER
EL.
= 1
3.2
RW
A
TOP O
F R
ISER
EL.=
.16
RW
W
(P
UMPED)
T
PZ-6
8"
CMP F
/L
EL.=
.62
8"
CMP F
/L
OUT
EL.=
.03
8"
CMP F
.89
8"
CMP F
/L
OUT
EL.=
.67
8"
CMP F
/L
OUT
EL.=
.21
T
T
T
TT
RW
TOP O
F R
ISER
EL.
= 1
2.9
RW
A
TOP O
F R
ISER
EL.
= 1
2.9
8"
CMP F
/L
OUT
EL.=
.13
8"
CMP F
/L
OUT
EL.=
.43
8"
CMP F
/L
IN
EL.=
.89
8"
CMP F
/L
IN
EL.=
.39
8"
CMP F
/L
IN
EL.=
.78
LIM
ES
TONE P
OSTS
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (GRAVEL)
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
DS: .dscriptPD: 12:59:52 PM 2/9/2022
WI_RW_V-101.dgn
F
IL
E N
A M
E
V-101
X
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
W I_
R W
V -1
.D
G N
E X
IS
T
IN
G C
O N
D
IT
IO
N S
S
IT
E P
L A
N A
R E
A
A
A1 20' 40'0
N
C M
P
18"
PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
SITE PLAN AREA "A" - EXISTING CONDITIONS
C F
O R
S Y
T H
E
KEY NOTES
TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
OF 5-FT. RADIUS AROUND ALL EXISTING PIEZOMETERS.
INSTALL ORANGE CONSTRUCTION FENCING AT A MINIMUM1.
MW
MW
MW
MW
W W
WI
WI
W
W W
WI
WI
W
W W
WI
W
LOCATION INFORMATION
SEE SHT. V-100 FOR
STAGING AREA
1 1
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
PZ-5
9-1
PZ-5
5-3
PZ-5
5-4
RW9A
TOP O
F R
ISER
EL.
= 1
2.0
RW10
TOP O
F R
ISER
EL.
= 1
4.2
RW9
TOP O
F R
ISER
EL.
.75
RW
8A
TOP O
F R
ISER
EL.
= 1
0.5
RW
TOP O
F R
ISER
EL.
= 1
3.3
RW
TOP O
F R
ISER
EL.
= 1
3.7
RW
TOP O
F R
ISER
EL.
= 1
4.1
RW
6A
TOP O
F R
ISER
EL.
= 1
2.9
RW
7A
TOP O
F R
ISER
EL.
= 1
1.3
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
CONCRETE GUTTER
T
T
PZ-1
4 PZ-5
7-1
8"
CMP F
.45
8"
CMP F
/L
OUT
EL.=
.43
8"
STE
EL F
.78
8"
STE
EL F
/L
OUT
EL.=
.67
" C
MP F
/L
OUT
ELE
V 1
3.3
8"
CMP F
/L
OUT
EL.=
.64
8"
CMP F
.13
8"
CMP F
/L
OUT
EL.=
.06
8"
CMP F
/L
OUT
EL.=
.45
8"
STE
EL F
/L
IN
EL.=
.44
8"
STE
EL F
/L
IN
EL.=
.83
Flu me e xit
Flu me e ntr an ce
T
T
PZ-5
7-2
T T
RW10
TOP O
F R
ISER
TL
.47
8"
CMP F
/L
OUT
EL.=
.74
8"
CMP F
/L
IN
EL.=
.29
8"
CMP F
/L
OUT
EL.=
.30
" C
MP F
.72
8"
CMP F
/L
IN
EL.=
.06
8"
CMP F
/L
OUT
EL.=
.69
8"
CMP F
/L
IN
EL.=
.91
8"
CMP F
/L
IN
EL.=
.25
8"
STE
EL F
/L
OUT
EL.=
.29
8"
STE
EL F
/L
OUT
EL.=
.23
8"
CMP F
/L
IN
EL.=
.00
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
DS: .dscriptPD: 1:00:20 PM 2/9/2022
WI_RW_V-102.dgn
F
IL
E N
A M
E
V-102
X
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
W I_
R W
V -1
.D
G N
S
IT
E P
L A
N A
R E
A
B
E X
IS
T
IN
G C
O N
D
IT
IO
N
C M
P
18"
PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
N
SITE PLAN AREA "B" - EXISTING CONDITIONS
STAGING AREA
GRAVEL PAD LIMITS
C F
O R
S Y
T H
E
KEY NOTES
OF 5-FT. RADIUS AROUND ALL EXISTING PIEZOMETERS.
INSTALL ORANGE CONSTRUCTION FENCING AT A MINIMUM1.
CONSTRUCTION.
PRE-CONSTRUCTION CONDITIONS AT COMPLETION OF
CONSTRUCTED BY OTHERS. CONTRACTOR TO MAINTAIN
ON V-100. STAGING AREA IS EXISTING AND HAS BEEN
CONSTRUCTION. BOUNDARY COORDINATES ARE SHOWN
V-102, AND V-103 FOR STAGING OF MATERIALS DURING
CONTRACTOR TO USE STAGING AREA AS SHOWN ON V-100,2.
TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
MW
MW
MW
MW
W W
WI
WI
W
W W
WI
WI
W
W W
WI
STAGING AREA
SECTION BOTH SIDES.
AREA WITH FLARED END
ACCESS TO STAGING
CMP CROSSING
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
PZ-5
3-2
PZ-5
3-1
PZ-5
1-1
PZ-1
P-
PZ-5
1-2
RW
5A
TOP O
F R
ISER
EL.
= 1
3.1
RW
4A
TOP O
F R
ISER
EL.
= 1
3.2
RW
TOP O
F R
ISER
EL.
= 1
2.7
RW
TOP O
R
RI
SER
EL.
= 1
3.2
RW
2A
TOP O
F R
ISER
EL.
= 1
4.4
RLW
3A
TOP O
F R
ISER
EL.
= 1
0.6
RW
TOP O
F
RI
SER
EL.
= 1
4.2
RW
1A
TOP O
F R
ISER
EL.
= 1
3.0
RW
TOP O
F R
ISER
EL.
= 1
3.7
0STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
8"
STE
EL F
/L
IN
EL.=
.70
8"
CMP F
/L
OUT
EL.=
.94
8"
CMP F
/L
OUT
EL.=
.47 8"
CMP F
/L
OUT
EL.=
.90
8"
CMP F
/L
OUT
EL.=
.29
8"
CMP F
/L
IN
EL.=
.18
1460 1460
T T
T
WWW
8"
CMP F
/L
IN
EL.=
.20
8"
CMP F
/L
IN
EL.=
.44 8"
CMP F
/L
IN
EL.=
.39
8"
CMP F
/L
IN
EL.=
.54
8"
CMP F
/L
OUT
EL.=
.43
8"
STE
EL F
/L
OUT
EL.=
.82
8"
CMP F
/L
IN
EL.=
.95
8"
STE
EL F
/L
IN
EL.=
.37
8"
STE
EL F
.07
T
8"
STE
EL F
/L
OUT
EL.=
.12
8"
CMP F
/L
OUT
EL.=
.25 8"
STE
EL F
/L
OUT
EL.=
.80
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
DS: .dscriptPD: 1:00:32 PM 2/9/2022
WI_RW_V-103.dgn
F
IL
E N
A M
E
V-103
X
A
M A
R S
K E
R
C A
U T
H E
N
H
M
IL
D E
N B
E R
G E
R
W I_
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V -1
.D
G N
S
IT
E P
L A
N A
R E
A
C
E X
IS
T
IN
G C
O N
D
IT
IO
N
C M
P
18"
PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
N
SITE PLAN AREA "C"- EXISTING CONDITIONS
STAGING AREA
GRAVEL PAD LIMITS
C F
O R
S Y
T H
E
KEY NOTES
OF 5-FT. RADIUS AROUND ALL EXISTING PIEZOMETERS.
INSTALL ORANGE CONSTRUCTION FENCING AT A MINIMUM1.
CONSTRUCTION.
PRE-CONSTRUCTION CONDITIONS AT COMPLETION OF
CONSTRUCTED BY OTHERS. CONTRACTOR TO MAINTAIN
ON V-100. STAGING AREA IS EXISTING AND HAS BEEN
CONSTRUCTION. BOUNDARY COORDINATES ARE SHOWN
V-102, AND V-103 FOR STAGING OF MATERIALS DURING
CONTRACTOR TO USE STAGING AREA AS SHOWN ON V-100,2.
TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
MW
MW
MW
MW
W W
WI
WI
W
W W
WI
WI
W
W W
WI
DRAIN PIPE
SANDSTONE
DRAIN PIPE
SANDSTONE
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
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E
S U
B M
IT
T E
D B
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C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
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SHEET ID
F
IL
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A M
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A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
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K A
N S
A S C
IT
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A S C
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Y D
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S O
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A K
E D
A M
S A
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IN
E R
IV
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K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
P-
RW
TOP O
F R
ISER
EL.
= 1
6.2
GUTTER
CONCRETE
STONE PROTECTION
STONE PROTECTION
6"
PVC
F/L O
UT
EL.=
.60
COCO
ELE
VATIO
N = 1
1.2
TOP S
TORM
CLE
ANOUT #
COCO
ELE
VATIO
N = 1
2.1
TOP S
TORM
CLE
ANOUT #
T
WWW
W
W
COCO
ELE
VATIO
N = 1
3.2
TOP S
TORM
CLE
ANOUT #
WWW
W
W
ACCESS ROAD (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (ASPHALT)
ACCESS ROAD (ASPHALT)
8"
CMP F
/L
OUT
EL.=
.76
8"
CMP F
/L
IN
EL.=
.67
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
M A
T C
H L
IN
E S
H E
E T S V -1
A
N D C
S
DS: .dscriptPD: 1:01:02 PM 2/9/2022
WI_RW_V-104.dgn
F
IL
E N
A M
E
V-104
X
A
M A
R S
K E
R
C A
U T
H E
N
H
M
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D E
N B
E R
G E
R
W I_
R W
V -1
.D
G N
S
IT
E P
L A
N A
R E
A
D
E X
IS
T
IN
G C
O N
D
IT
IO
N
C M
P
18"
PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
N
SITE PLAN AREA "D" - EXISTING CONDITIONS
C F
O R
S Y
T H
E
TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
MW
MW
MW
MW
W W
WI
WI
W
W W
WI
WI
W
W W
WI
DRAIN PIPE
SANDSTONE
1474.38
1474.35
GUTTER
CONCRETE
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
CONCRETE GUTTER
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
STONE PROTECTION
CONCRETE GUTTER
D-678
D-680 RW3A
D-681 RW4A
D-682 RW5A
D-683 RW6A
D-684 RW7A
D-719
D-721
D-686 RW9A
D-687 RW10A
D-688 RW11A
D-685 RW8A
D-689 RW12A
D-714
WI
WI
WI
WI
WI
WI
WI
WI
PZ-55-4
COCO
COCO
CO
D-679 RW2A
WWW
W
W
WWW
W
W
COCO
WWW
W
W
COCO
WIWIWI
WI
WI
WIWIWI
WI
WI
COCO
CBCB
D E
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
DS: .dscriptPD: 1:01:29 PM 2/9/2022
WI_RW_B-100.dgn
F
IL
E N
A M
E
B-100
X
R
C A
U T
H E
N W I_
R W
B -1
.D
G N
NN
80' 160'0A1
SITE PLAN - BORING LOCATIONS
A D
A M
S
B
H A
R M
O N
B
H A
R M
O N
S
IT
E P
L A
N B
O R
IN
G L
O C
A T
IO
N
NOTE: ELEVATION IN TABLE REFERS TO GROUND SURFACE ELEVATION.
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
F
IL
E N
A M
E
A N
S I
B-101
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
K A
N S
A S C
IT
Y D
IS
T R
A D
A M
S
R
C A
U T
H E
N W I_
R W
B .d g n
X X
X
B
H A
R M
O N
A R
IA
L U
N
IC
O D
E
X E
L E
V N
O W
IT
H N V
A L
U
S O
N .G
P J
/1
/2
D E
T A
C H
E D B
O R
IN
G L
O G
S
B
H A
R M
O N
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
E L E
V A
T
IO
N
(F
T
Borehole
Lithology
D DRIVE SAMPLE HOLE, Split tube sample barrel
C CORE HOLE
TP TEST PIT (includes power auger 0.6m or larger diameter)
U UNDISTURBED SAMPLE HOLE
A AUGER HOLE (hand or power auger less than 0.6m diameter)
NS NOT SAMPLED (field classification from cuttings only)
FS FIELD SECTION OF OUTCROP
P PERMANENT PIEZOMETER
EXPLANATION
Water Level Reading after drilling.
Water Level Reading at time of drilling.
77.5% 40 20 21
20'0 10'
TYPE OF EXPLORATION
*NP=non-plastic
Borehole #, Elevation, Station & Range
1,490
1,480
1,470
1,490
1,480
1,470
Moisture Content % (M)
Plasticity Index* (PI)
Liquid Limit (LL)
% Passing #200 (-200)
D-678; 1461.2; Sta 50+50, rng 900' d/s
SPT field N-value
CL - USCS Low Plasticity (Lean) Clay
SM - USCS Silty Sand
GC - USCS Clayey Gravel
ML - USCS Silt
Shale
SC - USCS Clayey Sand
CL-ML border line lean clay-silt
SPG - Poorly-graded sand w/ gravel
SP-SM - USCS
SP - USCS Poorly-graded Sand
SH (WTH) - Shale, Weathered
TOP - Topsoil
Poorly-graded sand with Silt
LITHOLOGY GRAPHICS
1,350
1,340
1,350
1,340
WEATHERED SHALE, Soft, Dark Gray
PI M-200 LL
32.6%
20.1%
16.2%
21.3%
24.8%
12.6%
15%
15.1%
10.1%
10/10/1990
BOH: No Refusal
Damp, Brown
SILT
Medium, Damp, Brown
Moist
Soft
LEAN CLAY, Brown
Medium, Moist
Damp
Stiff
SILT, Stiff, Damp, Light Brown
SILTY CLAY, Medium, Damp, Brown
Light Brown
Saturated
SILTY SAND, Saturated
SILT, Medium, Saturated, Brown
SILTY SAND, Saturated, Brown
SILT, Damp, Dark Brown
SILTY SAND, Moist
SILT, Medium, Damp, Gray
SILTY SAND, Moist
POORLY GRADED SAND WITH SILT,
Damp, Gray
LEAN CLAY, Stiff, Damp, Gray
SILT, Medium, Damp, Gray
Moist, Gray
SILTY SAND
SHALE, Soft, Red, Green Mottled
D-678; 1461.2; Sta 50+50, rng 900' D/S
LEAN CLAY, Medium, Dry, Light Brown
POORLY GRADED SAND WITH SILT,
PI M-200 LL
17.6%
19.7%
10.0%
18.8%
7.8%
8%
22.5%
10/11/1990
BOH: No Refusal
TOPSOIL, Green
LEAN CLAY, Medium, Damp, Brown
Soft, Moist, Dark Brown
SILT, Damp, Brown
POORLY GRADED SAND, Damp, Brown
SILTY SAND, Damp, Brown
SILT, Moist, Gray
SILTY SAND, Moist, Brown
Moist
Saturated
Saturated
POORLY GRADED SAND WITH SILT,
Saturated
SILTY SAND
SILT, Moist
SILTY SAND, Saturated, Brown
POORLY GRADED SAND WITH SILT,
Saturated
Moist
Damp
SILT, Damp, Gray
POORLY GRADED SAND WITH SILT
SILTY SAND
LEAN CLAY, Stiff, Damp, Gray
SILT, Damp, Gray
POORLY GRADED SAND, Moist, Green
Saturated
Moist
SILTY SAND, Saturated
CLAYEY GRAVEL
SILTY SAND, Moist, Gray
SILT, Soft, Damp, Gray
Stiff, Damp, Greenish Gray
SHALE, Soft, Parting, Finely Crystalline, Gray
D-679 RW2A; 1461.4; Sta 51+50. rng 900' DS
34.4%
16.8%
14.2%
33.8%
11.8%
12.3%
11.8%
12.5%
13%
11.7%
10.9%
-200 PI MLL
8/1/1991
BOH: No Refusal
SANDY SILT, Very Stiff, Dry To Damp, Light Brown, Red & Light Gray
LEAN CLAY, Stiff, Moist, Brown
SILT, Soft, Wet, Gray
Very Soft, Saturated, Gray
SANDY SILT, Very Soft, Saturated, Gray
SILTY SAND, Saturated, Gray
CLAYEY SAND, Saturated, Brown
SANDY SILT, Very Soft To Soft, Saturated, Dark Gray
Saturated, Orange And Gray Mottled
CLAYEY SAND, Saturated, Brown
POORLY GRADED SAND WITH
GRAVEL, Saturated, Brown
SANDY SILT, Very Soft, Saturated, Gray
SILTY SAND, Saturated, Brown & Gray
CLAYEY SAND, Saturated, Gray
Saturated, Gray
SILTY SAND, Saturated, Gray
CLAYEY SAND, Saturated, Gray
POORLY GRADED SAND WITH
GRAVEL, Saturated, Gray
LEAN CLAY, Medium, Saturated, Dark
Gray
Soft, Saturated, Dark Gray
Medium, Saturated, Dark Gray
Very Soft To Soft, Saturated, Dark Gray
CLAYEY SAND, Saturated, Gray To
Greenish Brown
Saturated, Greenish Brown
Saturated, Gray
Saturated, Brown
POORLY GRADED SAND WITH SILT,
Cobble Below 96.0' Diam 3", Saturated, Brown
D-680 RW3A; 1461; Sta 52+50, rng 870' DS
SANDY SILT, Soft, Saturated, Dark Gray
S C
R
IP
T
IO
N
A
M A
R K
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S O
L
IC
IT
A T
IO
N N
O
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
A N
S
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D E
S
IG
N E
D B
Y
W
IL
S O
N L
A K
E D
A M
S A
L
IN
E R
IV
E R
K A
N S
A S
IN
S
T A
L L R
E L
IE
F W
E L L S
P -4
F
IL
E N
O
K
M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
B
IM
S h e e ts
READY TO ADVERTISE
F E
B R
U A
R Y
F
IL
E N
A M
E
A N
S I
B-102
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
K A
N S
A S C
IT
Y D
IS
T R
A D
A M
S
R
C A
U T
H E
N W I_
R W
B .d g n
X X
X
B
H A
R M
O N
A R
IA
L U
N
IC
O D
E
X E
L E
V N
O W
IT
H N V
A L
U
S O
N .G
P J
/1
/2
D E
T A
C H
E D B
O R
IN
G L
O G
S
A R
IA
L U
N
IC
O D
E
X E
L E
V N
O W
IT
H N V
A L
U
S O
N .G
P J
/1
/2
B
H A
R M
O N
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
1,490
1,480
1,470
1,350
1,340
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
1,490
1,480
1,470
1,350
1,340
Borehole
Lithology
D DRIVE SAMPLE HOLE, Split tube sample barrel
C CORE HOLE
TP TEST PIT (includes power auger 0.6m or larger diameter)
U UNDISTURBED SAMPLE HOLE
A AUGER HOLE (hand or power auger less than 0.6m diameter)
NS NOT SAMPLED (field classification from cuttings only)
FS FIELD SECTION OF OUTCROP
P PERMANENT PIEZOMETER
EXPLANATION
Water Level Reading after drilling.
Water Level Reading at time of drilling.
77.5% 40 20 21
20'0 10'
TYPE OF EXPLORATION
*NP=non-plastic
Borehole #, Elevation, Station & RangeMoisture Content % (M)
Plasticity Index* (PI)
Liquid Limit (LL)
% Passing #200 (-200)
SPT field N-value
D-681 RW4A; 1460.4; Sta 53+50, rng 870' DSSM - USCS Silty SandML - USCS Silt CL - USCS Low Plasticity (Lean) Clay
SP-SC - USCS
Poorly-graded Sand with Clay
CH - USCS High Plasticity (Fat) ClayShale - Weathered
SPG - Poorly graded sand
SC - USCS Clayey Sand
SP-SM - USCS
Poorly-graded Sand with Silt
CL-ML border line lean clay-silt
SC-SM - USCS
Silty Clayey Sand w/ gravel
LITHOLOGY GRAPHICS
PIM-200 LL
11.1%
14.2%
13.8%
14.1%
10%
10%
8.1%
12.5%
12.5%
11.7%
13.2%
11.1%
12.3%
7/31/1991
BOH:
SANDY SILT, Medium, Damp To Dry, Light Brown
SILT, Soft, Moist To Wet, Light Brown To
Gray
Very Soft, Saturated, Light Brown To
Gray
SILTY SAND, Saturated, Brown With
Rust
CLAYEY SAND, Saturated, Gray
LEAN CLAY, Soft, Saturated, Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Gray
SILTY CLAY, Very Soft To Soft, Saturated, Gray
LEAN CLAY, Soft, Saturated, Gray
POORLY GRADED SAND WITH CLAY,
Gray
Gray
SILTY SAND, Saturated, Gray
CLAYEY SAND, Gray
Saturated, Brown
Saturated, Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
Saturated, Brown
Saturated, Gray
LEAN CLAY, Medium, Saturated, Dark
Gray
Soft, Saturated, Dark Gray
Very Soft, Saturated, Dark Gray
SANDY SILT, Very Soft, Saturated, Dark
Gray Mottled With Green
CLAYEY SAND, Saturated, Gray Green
POORLY GRADED SAND WITH CLAY,
Saturated, Gray
CLAYEY SAND, Saturated, Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
CLAYEY SAND, Saturated, Dark Gray
Saturated, Brown
WEATHERED SHALE, Soft, Gray
D-681 RW4A; 1460.4; Sta 53+50, rng 870' DS
PIM-200 LL
12.5%
16.2%
14.6%
25.0%
21.7%
9%
9%
BOH: No Refusal
7/30/1991
LEAN CLAY, Very Stiff, Dry, Light Brown
FAT CLAY, Stiff, Damp, Red, Light Gray
& Yellow Mottled
SILT, Moist, Gray
Saturated, Gray
Saturated, Gray
SILTY SAND, Saturated, Gray Mottled
LEAN CLAY, Soft, Saturated, Gray
SILT, Saturated, Gray
CLAYEY SAND, Saturated, Brown
Saturated, Brown
LEAN CLAY, Soft, Saturated, Dark Gray
CLAYEY SAND, Saturated, Dark Gray
SILT, Saturated, Dark Gray
SANDY SILT, Saturated, Dark Gray
SILTY SAND, Saturated, Gray
CLAYEY SAND, Saturated, Brown
SILTY SAND, Saturated, Brown
CLAYEY SAND, Saturated, Brown
LEAN CLAY, Soft, Saturated, Dark Gray
Very Soft, Saturated, Dark Gray
Very Soft, Saturated, Dark Gray
CLAYEY SAND, Saturated, Dark Gray
Saturated, Gray
POORLY GRADED SAND WITH SILT,
Saturated
WEATHERED SHALE, Soft, Dark Gray
D-682 RW5A; 1460.2; Sta 54+50, rng 870' DS
PIM-200 LL
7/29/1991
BOH: No Refusal
38.8%
38.8%
9.1%
13.3%
11.7%
25.0%
6%
7.5%
15.8%
LEAN CLAY, Very Stiff, Dry, Light Brown
FAT CLAY, Stiff, Dry To Damp, Light
Gray, Red Brown & Orange Mottled
SILTY CLAY, Medium, Damp, Light
Brown
Medium, Damp To Moist, Gray Mottled
With Brown
FAT CLAY, Medium, Moist, Light Gray, Red Brown & Orange Mottled
LEAN CLAY, Medium, Moist, Dark Gray
CLAYEY SAND, Saturated, Brown
FAT CLAY, Soft To Medium, Saturated, Gray
LEAN CLAY, Very Soft To Soft, Saturated, Gray
CLAYEY SAND, Saturated, Brown
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
CLAYEY SAND, Saturated, Brown
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
CLAYEY SAND, Saturated, Brown
LEAN CLAY, Soft To Medium, Saturated, Gray
SANDY SILT, Saturated, Gray
CLAYEY SAND, Saturated, Gray
SILTY CLAY, Very Soft To Soft, Saturated, Dark Gray
SILTY SAND, Saturated, Gray
SILT, Saturated, Dark Gray
SANDY SILT, Saturated, Dark Gray
SILTY CLAY, Very Soft, Saturated, Dark
Gray
SANDY SILT, Saturated, Dark Gray
SILTY CLAYEY SAND, Saturated, Gray
Saturated, Gray
Saturated
LEAN CLAY, Soft, Saturated, Gray
SILTY CLAY, Soft, Saturated, Dark Gray
CLAYEY SAND, Saturated, Gray
POORLY GRADED SAND WITH
GRAVEL, Saturated, Brown
CLAYEY SAND, Saturated, Orange
Brown
WEATHERED SHALE, Soft, Light Gray
D-683 RW6A; 1459.9; Sta 55+50, rng 870' DS
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Borehole
Lithology
D DRIVE SAMPLE HOLE, Split tube sample barrel
C CORE HOLE
TP TEST PIT (includes power auger 0.6m or larger diameter)
U UNDISTURBED SAMPLE HOLE
A AUGER HOLE (hand or power auger less than 0.6m diameter)
NS NOT SAMPLED (field classification from cuttings only)
FS FIELD SECTION OF OUTCROP
P PERMANENT PIEZOMETER
EXPLANATION
Water Level Reading after drilling.
Water Level Reading at time of drilling.
77.5% 40 20 21
20'0 10'
TYPE OF EXPLORATION
*NP=non-plastic
Borehole #, Elevation, Station & RangeMoisture Content % (M)
Plasticity Index* (PI)
Liquid Limit (LL)
% Passing #200 (-200)
SPT field N-value
D-684 RW7A; 1458.5; Sta 56+50, rng 870' DS
SC - USCS Clayey Sand
Weathered
SH (WTH) - Shale, ML - USCS Silt
SP-SM - USCS
Poorly-graded Sand with Silt
CH - USCS High Plasticity (Fat) Clay
CL-ML border line lean clay-silt
SM - USCS Silty Sand CL - USCS Low Plasticity (Lean) Clay
SC-SM - Silty Clayey Sand
LITHOLOGY GRAPHICS
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
1,490
1,480
1,470
1,350
1,340
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
20'10'
1,490
1,480
1,470
1,350
1,340
32.3%
12.1%
11.9%
7.2%
5.1%
28.7%
13.2%
12.1%
13.5%
21.4%
12.1%
7.3%
PI-200 LL
BOH: No Refusal
7/25/1991
M
LEAN CLAY, Very Stiff, Dry, Light Brown
SILT, Stiff, Damp, Light Brown
FAT CLAY, Stiff, Damp To Moist, Red, Gray, Yellow Brown Mottled
Soft To Medium, Moist
LEAN CLAY, Medium, Moist, Light
Brown
FAT CLAY, Stiff, Moist, Brown, Red, Light Gray
SILTY SAND, Wet, Gray
Saturated
SANDY SILT, Saturated, Gray
CLAYEY SAND, Saturated, Brown
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
FAT CLAY, Soft, Saturated, Gray
LEAN CLAY, Soft, Saturated, Gray
Very Soft
SANDY SILT, Saturated, Brown
POORLY GRADED SAND WITH CLAY,
Saturated, Brownish Gray
CLAYEY SAND
Saturated, Brown
SILTY CLAY, Soft To Medium, Saturated, Gray
CLAYEY SAND, Saturated, Gray
SILTY CLAY, Very Soft, Saturated, Gray
CLAYEY SAND, Saturated, Brown
SILTY CLAYEY SAND, Saturated, Brown
LEAN CLAY, With 0.5' & 0.3' Diam
Cobbles, Very Soft To Soft, Saturated, Gray & Red Mottled
WEATHERED SHALE, Soft, Red Light
Gray & Yellow Mottled
D-684 RW7A; 1458.5; Sta 56+50, rng 870' DS
PIM-200 LL
6.8%
9.3%
6.1%
11.8%
11.9%
6.5%
8.9%
14.1%
12.5%
11.8%
11.2%
7/24/1991
BOH: Refusal
LEAN CLAY, With Cobble Size
Limestone <0.5' Subrounded To
Subangular., Very Stiff, Dry To Damp, Brown
Soft, Moist To Wet, Gray Mottled With
Blue Gray
SILT, Wet, Gray
LEAN CLAY, Medium, Wet, Blue Gray &
Black
Very Soft, Saturated, Brown Mottled With
Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
FAT CLAY, Stiff, Saturated, Gray & Blue
Mottled
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
Saturated, Brown
Saturated, Brown
Saturated, Brown
Saturated, Brown
Saturated, Brown & Gray
CLAYEY SAND, Saturated, Brown &
Gray
Brown & Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
SILT, Saturated, Gray
POORLY GRADED SAND WITH CLAY,
Saturated, Brown
WEATHERED SHALE, Soft To
Moderately Hard, Red & Yellow Mottled
D-685 RW8A; 1457.6; Sta 57+50, rng 870' DS
PIM-200 LL
13.3%
13.8%
4.8%
9.5%
14.7%
23.9%
3.9%
9.7%
12.5%
8.1%
11.8%
11.8%
6.8%
5.9%
5.1%
9.8%
10%
BOH: No Refusal
7/24/1991
LEAN CLAY, Very Stiff, Dry, Light Brown
FAT CLAY, Stiff, Damp To Moist, Dark
Brown And Black Mottled
LEAN CLAY, Soft To Medium, Moist, Gray, Blue Mottled
Very Soft, Wet, Gray, Blue Mottled
Very Soft To Soft, Wet, Black & Blue
Gray Mottled
SILT, Wet, Gray
SANDY SILT, Saturated, Gray
CLAYEY SAND, Saturated, Brown
SILT, Saturated, Brown & Gray
CLAYEY SAND, Saturated, Brown
Saturated, Brown
Saturated, Brown
FAT CLAY, Soft To Medium, Saturated, Gray
SANDY SILT, Soft, Saturated, Gray
SILTY SAND, Saturated, Gray
FAT CLAY, Medium, Saturated, Brown
CLAYEY SAND, Brown
Brown
FAT CLAY, Medium, Saturated, Gray
CLAYEY SAND, Saturated, Brown
POORLY GRADED SAND WITH CLAY,
Brown
Saturated, Brown
Saturated, Brown
FAT CLAY, Medium, Saturated, Gray
POORLY GRADED SAND WITH CLAY,
4" Cobble (subangular), Saturated, Brown
Saturated, Brown
Saturated, Brown
Saturated, Brown
WEATHERED SHALE, Soft, Red & Light
Gray Mottled
D-686 RW9A; 1458.8; Sta 58-50, rng 870' DS
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US Army Corps
U .S
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M is s io n P ro je c ts c iv w il s o n
R e li e f
W e ll .0 E n g in e e ri n g -D e s ig n
D ra w in g s C
A D
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S h e e ts
READY TO ADVERTISE
F E
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1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
E L E
V A
T
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(F
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1,490
1,480
1,470
1,350
1,340
1,460
1,450
1,440
1,430
1,420
1,410
1,400
1,390
1,380
1,370
1,360
20'0 10'
1,490
1,480
1,470
1,350
1,340
Borehole
Lithology
D DRIVE SAMPLE HOLE, Split tube sample barrel
C CORE HOLE
TP TEST PIT (includes power auger 0.6m or larger diameter)
U UNDISTURBED SAMPLE HOLE
A AUGER HOLE (hand or power auger less than 0.6m diameter)
NS NOT SAMPLED (field classification from cuttings only)
FS FIELD SECTION OF OUTCROP
P PERMANENT PIEZOMETER
EXPLANATION
Water Level Reading after drilling.
Water Level Reading at time of drilling.
77.5% 40 20 21
TYPE OF EXPLORATION
*NP=non-plastic
Borehole #, Elevation, Station & RangeMoisture Content % (M)
Plasticity Index* (PI)
Liquid Limit (LL)
% Passing #200 (-200)
SPT field N-value
D-687 RW10A; 1459.4; Sta 59+50, rng 870' DSML - USCS Silt
SC - USCS Clayey Sand
SW-SC - USCS Well-graded Sand with Clay
CL -…
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