rei vr anaheus q s u - united states army · 2013. 1. 29. · 5 7 5, 0 0 0 e st 1, 5 6 7, 0 0 0 e...
TRANSCRIPT
N
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
V-101
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
SCALE IN FEET
N 679,000
N 680,000
N 681,000
N 682,000
N 683,000
N 684,000
N 679,000
N 680,000
N 681,000
N 682,000
N 683,000
E 1,567,000
E 1,568,000
E 1,569,000
E 1,570,000
E 1,571,000
E 1,572,000
E 1,573,000
E 1,574,000
E 1,575,000
E 1,56
7,000
E 1,568,000
E 1,569,
000
E 1,5
70,000
E 1,
571,000
E 1,572,000
E 1,573,000
E 1,574,000
E 1,575,000
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
N 684,000
8. CHANNEL WIDTH IS 200 FEET.
MATCHLINE TO SHEET 2
CO
NDITIO
N
SU
RV
EY
SE
SQ
UE
HA
NN
A
RIV
ER
HA
RF
OR
D
CO
UN
TY
ST
ATIO
N
0+000
TO
4+8
00
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
MILL
CREE
K
BA
Y
Cove
Sands
Cove
Sheet 1 of 6
JA
H
100 0 200 400
FIL
E:
20
MA
P:
11-011
SM
G
SM
G
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
7. PROJECT DEPTH: 15 FEET.
POSITIONING SYSTEM.
TIDAL BENCH MARK
LOCATION MAPNOT TO SCALE
N
RIGHT GEO CENTERLINE
SUSQUEHANNA RIVER CHANNEL
LEFT GEO
NORTHING EASTING STATION NORTHING EASTING
0+00.00 1571607.59 683667.06
15+048.25 1569721.55 668737.47
15+048.25 1569721.55 668737.47
17+866.17 1569985.95 665931.98
17+866.17 1569985.95 665931.98
19+680.96 1570615.82 664230.00
19+680.96 1570615.82 664230.00
22+011.50 1571866.99 662263.79
NORTHING EASTING
7043
660
600
700
RIV
ER
BRIDGE
(TOL
L)
ISLAND
RO
AD
RIVER HILLS
RO
AD
95
MEADOWVALE
MANOR
NENAAVE
MEADOWVALE
WA
KEFI
EL
D
BERN
DR
EW
EU
GE
NE
G
RACE VIEW
A
QU
AR
RY
CS
XTR
ANSP
ORT
ATIO
N
VAN BUREN
SUPERIOR
40
763
ELI
ZA
BE
TH
GA
RF
IELD
155
155
7
OHI
O
GLOW
ERIE
ONTARIOONTARIO
LINDEN
OTSEGO
PARK
LO
CUS
T
TER
AW
PE
ARL
CO
NES
TE
O
JU
NI
AT
A
AD
AMS
ST
OK
ES
ANGEL
HILL
CEM.
TYDINGS
FRANCIS
M
CSPADDEN
CURRIER
MA
RTI
N
MA
RYL
AN
D
WARREN
WARREN
FRANKLIN
GREEN
PENNINGTON
IROQ
UOISCT
ALGONQUIN
SHA
WN
EE
BR
OO
KE
155
GEORGE
OI
HO
VANCHERIE
ST
ANS
BU
RY
HAVRE
DE GRACE
HIGH
HAVRE DE
GRACE
CONGRESS AVE
BOURBON
FOUNTAIN
GIRARD
REVOLUTION
LEWIS
ALLIANCE
GILES
COMMERCE
CHESAPEAKE
JU
NI
AT
A
AD
AMS
ST
OK
ES
HAVRE
E.S.
JU
NI
AT
A
AL
LE
GA
NY
WILSON
PUSE
Y
O’NEILVAN
DIVER
CHES
APE
AKE
WEBER
BLOO
MSBURY
AV
E
SENECA
AVEC
O
NCOVE
WA
Y
WILSON
TODD
FIELD
MILLARD E.
TYDINGS
MEMORIAL PARK
FAIR
WAY
BAY
AR
MSTRONG
AVE
ANDERSON
AVE
WEBB
LE
WIS
CASAMIAJE
NNI
NGS
7
MARYLAND
ARMY
NATIONAL
GUARD
OL
D
CHESAPEAKE
INDUSTRIAL
PARK
CH
AP
EL
40OSBORNE
TIMBER
LANE
OA
K
ING
TO
N
MANOR
CIR
TIDE
CIR
CO
UN
TR
Y
SWAN CREEK
COUNTRY
CLUB
SW
AN
CREEK
WILFONG
HA
NN
AHEATHER
WA
Y
FENDER
HILL
GOF
OR
TH
DR
MA
LL
AR
D
CT
ROOSEVELT
LI
GHTH
OUS
E
TIDE
WA
TE
R
KATHRYN
MI
LL
ER
CT
BRIAN
GA
RT
H
Woodpecker
GOLF
COURSE
PARK
HGTS.
REMINGTON
CIR
TEAL
GOOSE
SWAN
TERN
WOOD-
DUCK
BR
ANT
CT
HEAD
SEA
GU
LL
DR
GOLDENEYECT
CAN
VASBACK
HAVRE DE GRACE
TYDIN
G
S
CA
MI
LL
A
WARREN
LE
GI
ON
LYON ST
JO
HN S
MIT
H ST
BARRETT
AVE
C r e e
k
G a s h e y s
OAKINGTON
SUSQE-
LN
LN
DR
DR
DRDR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
MILL
ARD E.
TYDINGS M
EMORIAL
LAFAYETTE
PLANT
VILL
AGE
CLARK
ST
ST
ST
ST
ST
ST
ST
ST
ST
LN
ST
ST
ST
ST
STST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
SUSQUEH
ANNA
Cedar Point
Swan Creek Point
Plum Point
Point
MIDDLE
SCHOOL
SCHOOL
RD
RD
RD
RD
RD
DR
RD
ST
RD
RD
RD
RD
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
RUDDY CT
CT
CTCT
CTCT
DR
TE
RR
TE
RR
MARC
21078
BLVD
ST J
AM
ES
ST
ST
ST
SUSQUEHANNA
ELEMENTARY
SCHOOL
BUFFLE-
EI
DE
R
CT
BA
RR
OW
S
CT
DR
AK
E
CT
WID
EG
EO
N
DR
DECOY
DR
HU
TCHIN
S
KEEWEE
ST
ST
FR
EE
DO
ML
N
BA
KE
R
RO
AD
A
B
TTE
AV
E
ERIE
N
GRACEDE
DEAV
ER
ST
SNOW-
BLUEBILL
CT
ST
ST. CATHERINE
POST HQ
WAY
HAVRE
DE GRACE AN
CH
OR
CT
WH
I
TNEYCT
WIL
LO
W
WAY
QUARRY
RD
S.
HATEM
MEM. B
R.
(TOL
L)
SWAN HARBOR
FARM
AMTRAK /
(PENN LIN
E)
SO
UT
HER
N
CORPORATION
CHAPEL
ROAD
REVOLUTION
ROAD BA
Y L
N
HI
GH
WA
Y
PU
LAS
KI
HIGHWAY
THOMAS
TREATMENT
WASTEWATER
LO
CK
HA
RT
CT
ELEANOR & MILLARD
TYDINGS PARK
ELEANOR
& MILLARD
TYDINGS
PARK
(WASA
& WXCY)
PARK
WAY
AVE
HE
BDIT
CH L
N
ST
RY
S.
N.
BAYVIEWP
INTAIL
DRI
VE
AVE
1. MARSHALL CT
1
POP. 11,331
600000 ft
630000 ft
640000 ft
660000 ft
690000 ft
700000 ft
4370000 m
4380000 m
39°35’00"
7043
660
600
630
700
TO B
ALTIM
ORE
C
H
E
SA
PE
AK
E
BA
Y
CE
CI
L
HA
RF
OR
D
CO
UNT
Y
CO
UNT
YABERDEEN PROVING GROUND
SP
ES
UTI
E
IS
LA
ND
RO
AD
Fishing
Battery
SUSQUEHANNA NATIONAL
WILDLIFE REFUGE
CECILH
ARFO
RD
95
BLYTHEDALE
CO
KES
BU
RY
TOLL
PLAZA
ADMIN.
BLDG.
JACKSON
PERRYVILLE
RESERVOIR
TRAILER
PARK
RESERVOIR
ROAD
222PATTERSON
AVE
PERRYVILLE
SUSQE
H
AN
NA
RI
VE
R
FRENCHTOWN
AIKIN
PERRYVILLEPOP. 2,456
THOMAS
HATEM
BRIDGE
(TOL
L)
GARRETT
ISLAND
40
FR
EN
CH
TO
WN
RO
AD
ST. MARKSCHURCH
ROAD
PE
RR
YVI
LL
E
RO
AD
SUMPTER
CL
AYT
ON
DAR
CE
CORNER
JOHN
FRANKLIN
CHARLES
RI
CH
MO
ND
CARTER
AI
KE
NE
XT
AV
E
MC
GUI
RE
IN
GL
ESI
DE
AV
E
AV
E
222
PULASKIHI
GHWAY
TOLL
PLAZA
CSX
TRANS
PORTATIO
N
ST
A.
RO
AD
WI
NC
HR
OA
D
HOLL
YT
REE
RD
JAC
KS
ON
BL
YTH
DA
LE
RO
A
MI
LL
CR
EE
K
LA
NE
CH
ES
AP
EA
KE
LD
G
BAYCIR
RI
VE
RVI
EW
BAYSCAPE
SILVER
K
ING
STARBOARD
CO
OK
LA
NE
WA
Y
PE
RR
YVI
LL
E
COMM.
STA.
OTSEGO
CONCORD
AI
KE
NA
VE
7327
FILTRATION
PLANT
DE
WB
ER
RY
OAK
HIGH
CA
RP
EN
TE
RS
POINT
CA
RP
EN
TE
R
POI
NT
NE
CK
CA
RP
EN
TE
RS
CL
AR
K
W ITEO
A
K
RE
DO
AK
CHESTNUT
Poplar
Charter Hall
Shipley
Stump
MEDICAL CENTER
(PERRY POINT)
PERRY POINT
PARK
OL
D
BELVIDERE
BE
LVID
ER
E
PULASKI
HIGHWAY
7
40
RO
AD
PRINCIPIO
FURNACEPHI
LADELPHIA
RO
AD
PRI
NCIPI
OST
ATI
ON
GILLE
Y
7
RICHMOND
COLE
HONICKERKE
ES
EY
MAYWOOD
CE
CI
L
MA
RY
LA
ND
AV
E
MILL CREEK
AV
E
CHERRY
EV
ANS
AVE
AR
CH ST
FR
ONT
ELM
HARTF
OR
D
BROAD
222
AMTRAK
PERRYVILLE
INDUSTRIAL
PARK
PERRYVILLE
PERRYVILLE
E.S.
GOOD
SHEPHERD
SCHOOL
PHILADELPHI
A
ROAD
GREEN
JO
HN
BOURBON
FOUNTAIN
GIRARD
CONGRESS AVE
REVOLUTION
LEWIS
ALLIANCE
WAS
HI
NG
TO
N
MA
RK
ET
GILES
LAFAYETTE
YO
UN
G
CO
NC
OR
D
UNI
ON
7
490
CONCORD POINT
LIGHTHOUSE
MILLARD E. TYDINGS
MEMORIAL PARK
PARK
ISLAND
Perry
HAVRE
DE
GRACE
FILTRATION
PLANT
CH
ARTER
HALL
ROAD
MO
UN
TAI
N
HILL
ROAD
AMTRAK
40
MO
UN
TAI
N
HI
LL
RO
AD
JAC
KS
ON
ST
ATI
ON
RO
AD
LE
VE
L
U
GREEN
BA
NK
PERRYVILLE
TRAVEL
PLAZA
824
(TOLL)
PARK
FR
EN
CH
TO
WN
FRE
NC
HT
OW
N
LOCUST
SUS
QUE
HA
NN
A
FI
RST
ONE
AMTRAK
MAINTENANCE
OF WAY YARD
21902
PENNINGTON AVE
RD RD
RDR
D
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
CT
CT
CT
CT
DR
DR
DR DR
DR
DR
DR
DR
HARVEST LN
LN
HAVRE DE GRACE
SEAPLANE BASE
(HISTORIC SITE)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
Locust Point
High Point
Point
Point
Point
Point
Concord Point
Point
HIGH SCHOOL
MEMORIAL
21902
CARPENTERS
POINT RD
WA
RRI
NG
TO
N
LN
GO
NCE
RD
CRES
WELL
LN
BR
OO
KSI
DE
DR
CO
LLI
NS
DR
MIDDLE SCHOOL
FU
RN
AC
E
kaB
er
Pri
nci
pi
o
Cr
ee
k
Mill
Cr
ee
k
COMMERCE ST
MADISON
MITCHELL
PL
S.
UNI
ON
AV
EN.
PHILAELPH
IA
D
RO
AD
RI
VE
R
SMITH
LN
H
JOHN O’NEILL MONUMENT
GATE
ST.
GR
EE
N SP
RI
NG
E
PT
NORFOLK
SOUTHERN
CORP.
AVE
RAYMERE
ST
L
HI
NNE
YMC
PENN
YLN
VETERANS
ADMINISTRATION
FRANK J. HUTCHINS
MEM. PARK
SPESUTIE
ISLAND
12
3
1. ANCHOR CT
2. CHARTWELL CT
3. OXFORD CT
/ MARC
(PENN L
INE)
AMTRAK
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
File na
me:S
H01_
06
C004
SE
P2
011
Plot date:
Plot scale:
Dra
win
g code:
Desig
n file no.
Date:
Rev.
Desig
ned by:
Dw
n by:
Ckd by:
Revie
wed by:
Sub
mitted by:
SUSQ
UEH
AN
NA
RIV
ER
1571508.37 683679.59
1569620.96 668739.06
1569620.96 668739.06
1569887.62 665909.55
1569887.62 665909.55
1570525.73 664185.30
1570525.73 664185.30
1571782.62 662210.10
1571706.79 683654.54
1569822.14 668735.88
1569822.14 668735.88
1570084.28 665954.40
1570084.28 665954.40
1570705.91 664274.71
1570705.91 664274.71
1571951.36 662317.49
TIDAL BENCHMARK IS BENCH MARK 4070F.
BENCH MARK IS A STANDARD SURVEY DISK STAMPED "4070F". FROM THE INTERSECTION OF
MD ROUTES 22 & 40 IN ABERDEEN, TRAVEL NE ON ROUTE 40 FOR ABOUT 2.8 MILES, TURN
RIGHT ONTO REVOLUTION STREET (MD RTE. 7A). FOLLOW STREET 1.6 MILES TO STRAWBERRY
LANE AND TURN RIGHT. FOLLOW ROAD INTO MILARD TYDINGS MEMORIAL PARK. MONUMENT 4070F
IS ALONG THE SEAWALL ABOUT 0.1 MILES WSW FROM THE HARBOR MASTERS OFFICE UNDER LIGHT
POLE #239782, WEST 60.0 FEET OF AN ELECTRICAL PANEL AND SW 16.0’ OF LIGHT POLE#464871.
BENCKMARK ELEV. IS 6.06’ ABOVE MLLW FOR THE 1983-2001 TIDAL EPOCH.
11. PIERS WERE DIGITIZED FROM AN IMAGE OBTAINED USING
GOOGLE EARTH.
RNB #4
GCB #3
BENCHMARK MLLW
4070F 6.06’
4070E 5.93’
TIDAL 4 5.96’
VERTICAL DATUM
MLLW = 0.00ft
MHW = 2.95
NAVD8 = 1.03
MLW = 0.21
SE
PT
EM
BE
R ’11
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
MILLARD E.
TYDINGS
MEMORIAL PARK
4070F
E1568613.12
N682759.05
ELEV: 6.06’ MLLW
4070E
E1568906.64
N682767.62
ELEV: 5.93’ MLLW
GCB #17
GCB #15
TIDAL 4
E1569111.45
N682773.63
ELEV: 5.96’ MLLW
MA
RK
ET
STATION 0+000
STATION 1+000
STATION 2+000
STATION 3+000
STATION 4+000
STATION 5+000
LEWIS
ALLIANCE
GILES
COMMERCE
CHES
APE
AKE
AD
AM
S
ST
OK
ES
JU
NI
AT
A
CH
ES
AP
EA
KE
DR
DR
LAFAYETTE
ST
ST
ST
ST
ST
ST
ST
ST
S.
LEWIS
ALLIANCE
GILES
LAFAYETTE
YO
UN
G
CO
NC
OR
D
UNI
ON
ST
ST
ST
ST
ST
ST
ST
CONCORD POINT
COMMERCE ST
MADISON
MITCHELL
PL
S.
AV
E
CONCORD POINT
LIGHTHOUSE
(HISTORIC SITE)
HAVRE
DE GRACE
E.S.
HAVRE DE
GRACE
HAVRE DE GRACE HARBOR
CHANNEL
PARK
ISLAND
19.6
19.4
19.4
19.4
19.4
19.4
19.3
19.2
19.2
19.1
19.1
19.1
19.0
19.0
19.0
19.0
19.0
19.0
19.0
18.9
18.9
18.8
18.8
18.7
18.7
18.6
18.6
18.5
18.5
18.5
18.4
18.4
18.4
18.3
18.2
18.2
18.2
18.1
18.0
18.0
18.0
18.0
18.0
18.0
17.8
17.8
17.8
17.8
17.7
17.6
17.6
17.6
17.5
17.5
17.5
17.4
17.4
17.3
17.3
17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.0
17.0
16.9
16.9
16.9
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.5
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2 14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
10.9
10.9
10.8
10.7
10.7
10.7
10.6
10.6
10.6
10.5
10.4
10.2
10.1
10.1
10.1
9.9
9.8
9.8
N
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
V-102
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
E 1,574,000
E 1,573,000
E 1,57
2,000
E 1,571,00
0
E 1,570,000
E
1,569,0
00
E
1,568,00
0
E
1,567,0
00
N 679,000 N 679,000
E 1,566,000
0200 100 200 400
SCALE IN FEET
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
N 679,000
MATCHLINE FOR SHEET 1
N 678,000
N 677,000
N 676,000
N 675,000
N 674,000
E 1,566,000
E 1,567,000
E 1,568,000
E 1,569,000
E 1,570,000
E 1,571,000
E 1,572,000
E 1,573,000
E 1,574,000
N 674,000
N 675,000
N 677,000
N 676,000
N 678,000
MATCHLINE FOR SHEET 3
ST
ATIO
N
4+900
TO
10
+000
HA
RF
OR
D
CO
UN
TY
CO
NDITIO
N
SU
RV
EY
SE
SQ
UE
HA
NN
A
RIV
ER
Dra
win
g code:
Sheet 2 of 6
JA
H
Plot scale:
Plot date:
Desig
n file no.
Date:
Rev.
Desig
ned by:
Ckd by:
Dw
n by:
Revie
wed by:
Sub
mitted by:
FIL
E:
20
MA
P:
11-012
File na
me: S
H01_
06
C004
SE
P2
011
SM
G
SM
G
SUSQ
UEH
AN
NA
RIV
ER
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
8. CHANNEL WIDTH IS 200 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
7. PROJECT DEPTH: 15 FEET.
POSITIONING SYSTEM.
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
SE
PT
EM
BE
R ’11
GCB #15
GCB #13
RNB #14
STATION 5+000
STATION 6+000
STATION 7+000
STATION 8+000
STATION 9+000
STATION 10+000
CHESA
PEA
KE BA
Y
28.3
28.3
28.3
28.1
27.9
27.9
27.9
27.9
27.9
27.9
27.9
27.8
27.8
27.8
27.6
27.6
27.6
27.6
27.6
27.6
27.6
27.4
27.4
27.4
27.4
27.4
27.3
27.3
27.1
27.1
27.1
27.1
27.1
27.1
27.1
27.1
27.1
27.1
27.1
27.1
26.9
26.9
26.9
26.9
26.9
26.9
26.9
26.9
26.9
26.9
26.8
26.8
26.8
26.8
26.8
26.6
26.6
26.6
26.6
26.6
26.4
26.4
26.4
26.4
26.4
26.3
26.3
26.3
26.3
26.3
26.3
26.3
26.1
26.1
26.1
26.1
26.1
26.1
26.1
26.1
26.1
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.8
25.8
25.6
25.6
25.6
25.6
25.6
25.6
25.6
25.6
25.6
25.4
25.4
25.4
25.4
25.4
25.3
25.3
25.3
25.3
25.1
25.1
25.1
25.1
25.1
25.1
25.1
25.1
25.1
24.9
24.9
24.9
24.9
24.9
24.9
24.9
24.9
24.6
24.6
24.6
24.6
24.4
24.4
24.4
24.3
24.1
24.1
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.8
23.8
23.6
23.6
23.6
23.4
23.4
23.4
23.3
23.3
23.1
23.1
23.1
22.9
22.9
22.9
22.9
22.8
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.4
22.4
22.4
22.3
22.3
22.3
22.1
22.1
21.9
21.9
21.8
21.8
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.4
21.3
21.3
21.3
21.3
21.1
21.1
21.1
21.1
20.9
20.9
20.9
20.9
20.9
20.8
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.6
19.6
19.6
19.6
19.6
19.4
19.4
19.4
19.3
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
18.9
18.9
18.9
18.9
18.6
18.6
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.3
18.3
18.3
18.3
18.1
18.1
18.1
18.1
18.1
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.5
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.3
13.3
13.3
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.6
12.6
12.5
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.1
12.1
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.4
11.4
11.3
11.3
11.2
11.2
11.2
11.1
11.1
11.1
11.0
11.0
10.9
10.9
10.9
10.9
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.3
10.2
10.1
10.0
10.0
10.0
10.0
10.0
9.9
9.8
9.6
9.6
9.4
9.4
9.3
9.1
8.8
8.7
8.7
8.6
8.2
8.2
7.7
7.2
7.2
7.0
6.7
6.5
6.3
6.3
5.8
5.8
5.8
5.7
5.7
5.5
5.5
5.5
5.3
5.2
5.0
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.5
4.5
4.5
4.5
4.5
4.5
4.3
4.3
4.3
4.3
4.3
4.2
4.0
4.0
4.0
3.9
3.9
3.8
3.8
3.8
3.6
3.6
3.5
3.4
3.0
2.6
2.5
2.0
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
MATCHLINE FOR SHEET 2
0200 100 200 400
SCALE IN FEET
E
1,568,0
00
E 1,567,000
E 1,569,0
00
E 1,571,000
E 1,57
2,000
E 1,573,
000
E 1,574,000
N 674,000N 674,000
E 1,570,000
N 673,000
N 672,000
N 671,000
N 670,000
N 669,000
N 673,000
N 672,000
N 671,000
N 670,000
N 669,000
E 1,567,000
E 1,568,000
E 1,569,000
E 1,570,000
E 1,571,000
E 1,572,000
E 1,573,000
E 1,574,000
MATCHLINE FOR SHEET 4
N
V-103
HA
RF
OR
D
CO
UN
TY
CO
NDITIO
N
SU
RV
EY
SE
SQ
UE
HA
NN
A
RIV
ER
ST
ATIO
N
10
+100
TO
15
+2
00
Sheet 3 of 6
JA
H
N 679,000
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
FIL
E:
20
MA
P:
11-003
SM
G
SM
G
JA
NU
AR
Y ’11
File na
me:S
H01_
06
C004J
AN
2011
Plot scale:
Plot date:
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Sub
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ER
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
8. CHANNEL WIDTH IS 200 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
7. PROJECT DEPTH: 15 FEET.
POSITIONING SYSTEM.
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
GCB #11
GCB #13
RNB #12
STATION 10+000
STATION 11+000
STATION 12+000
STATION 13+000
STATION 14+000
STATION 15+000
CHESA
PEA
KE BA
Y
FISHING
BATTERY
27.4
27.4
27.3
27.1
27.1
27.1
27.1
26.9
26.9
26.9
26.9
26.9
26.9
26.8
26.8
26.6
26.6
26.6
26.6
26.6
26.6
26.6
26.5
26.4
26.4
26.4
26.3
26.3
26.3
26.3
26.3
26.2
26.1
26.1
26.1
26.1
26.1
26.0
26.0
26.0
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.8
25.8
25.8
25.8
25.8
25.8
25.7
25.7
25.7
25.7
25.7
25.7
25.6
25.6
25.6
25.6
25.6
25.5
25.5
25.4
25.4
25.4
25.4
25.4
25.4
25.3
25.3
25.3
25.3
25.3
25.2
25.2
25.1
25.1
25.1
25.1
25.1
25.1
25.0
25.0
24.9
24.9
24.9
24.9
24.9
24.8
24.8
24.7
24.7
24.6
24.6
24.6
24.6
24.5
24.4
24.4
24.4
24.3
24.3
24.2
24.2
24.1
24.1
24.1
24.0
23.9
23.9
23.9
23.9
23.9
23.8
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.5
23.5
23.4
23.4
23.4
23.4
23.4
23.3
23.3
23.2
23.2
23.2
23.1
23.0
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.8
22.8
22.8
22.8
22.8
22.7
22.7
22.7
22.7
22.7
22.7
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.5
22.5
22.5
22.5
22.5
22.5
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.3
22.3
22.3
22.3
22.3
22.3
22.2
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.0
22.0
22.0
22.0
22.0
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.8
21.8
21.8
21.8
21.8
21.8
21.7
21.7
21.6
21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5
21.5
21.5
21.4
21.4
21.4
21.4
21.4
21.3
21.3
21.3
21.3
21.1
21.1
21.1
21.0
21.0
21.0
20.9
20.9
20.8
20.8
20.7
20.7
20.6
20.5
20.4
20.3
20.3
20.3
20.2
20.1
20.1
20.0
19.9
19.9
19.8
19.7
19.7
19.7
19.6
19.5
19.4
19.3
19.3
19.2
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.0
19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.8
18.8
18.8
18.8
18.8
18.7
18.7
18.7
18.7
18.6
18.6
18.6
18.6
18.4
18.4
18.4
18.2
18.2
18.0
18.0
18.0
18.0
18.0
17.9
17.9
17.8
17.8
17.7
17.7
17.7
17.7
17.6
17.6
17.6
17.5
17.4
17.4
17.3
17.3
17.3
17.2
17.2
17.2
17.1
17.1
17.1
17.0
17.0
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.1
15.1
15.0
14.9
14.9
14.9
14.9
14.8
14.7
14.6
14.6
14.6
14.5
14.5
14.5
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.6
10.6
10.5
10.5
10.5
10.5
10.4
10.4
10.2
10.1
10.1
10.0
10.0
9.9
9.9
9.9
9.9
9.8
9.8
9.7
9.7
9.6
9.6
9.5
9.4
9.3
9.3
9.2
9.1
8.9
8.9
8.8
8.6
8.4
8.4
8.3
8.2
7.7
7.6
7.5
7.5
7.4
7.2
7.1
7.1
7.0
6.8
6.6
6.5
6.4
6.3
6.2
6.0
6.0
5.6
5.6
5.6
5.5
5.5
5.3
5.1
5.1
4.8
4.5
4.3
3.8
3.7
2.9
Desig
ned by:
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
MATCHLINE FOR SHEET 3
0200 100 200 400
SCALE IN FEET
E 1,567,00
0
E 1,56
8,000
E
1,569,0
00
E 1,5
70,000
E 1,571,
000
E 1,572,000
E 1,
573,000
N 669,000
E 1,574,000 N 668,000
N 667,000
N 666,000
N 665,000
N 664,000
N 669,000
N 668,000
N 667,000
N 666,000
N 665,000
N 664,000
E 1,567,000
E 1,568,000
E 1,569,000
E 1,570,000
E 1,571,000
E 1,572,000
E 1,573,000
E 1,574,000
MATCHLINE
FOR SHEET
5
N
ST
ATIO
N
15
+3
00
TO
20
+000
SE
SQ
UE
HA
NN
A
RIV
ER
CO
NDITIO
N
SU
RV
EY
HA
RF
OR
D
CO
UN
TY
V-104
JA
HFIL
E:
20
MA
P:
11-004
SM
G
SM
G
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
Plot date:
Plot scale:
Dra
win
g code:
Desig
n file no.
Rev.
Date:
Dw
n by:
Ckd by:
Revie
wed by:
Sub
mitted by:
JA
NU
AR
Y ’11
File na
me:S
H01_
06
C004J
AN
2011
Sheet 4 of 6
SUSQ
UEH
AN
NA
RIV
ER
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
8. CHANNEL WIDTH IS 200 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
7. PROJECT DEPTH: 15 FEET.
POSITIONING SYSTEM.
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
GCB #9
GCB #11
RNB #12
GCB #7
RNB #8
STATION 15+000
STATION 16+000
STATION 17+000
STATION
18+0
00
STATION
19+0
00
STATION
20+0
00
CHESA
PEA
KE BA
Y
FISHING
BATTERY
SUSQUEHANNA NATIONAL
WILDLIFE REFUGE
17.7
17.7
17.6 17.5
17.5
17.5
17.4
17.4
17.3
17.3
17.3
17.3
17.3
17.3
17.2
17.1
17.1
17.1
17.1
17.0
16.9
16.8
16.8
16.8
16.7
16.7
16.7
16.4
16.4
16.3
16.3
16.3
16.3
16.2
16.2
16.1
16.0
15.9
15.8
15.8
15.7
15.7
15.7
15.6
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.3
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6 13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9 12.9
12.9
12.9 12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.1
9.1
9.1
9.1
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.1
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.4
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.2
6.1
6.1
6.1
6.1
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.0
Desig
ned by:
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
V-105
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
MATCHLINE
FOR SHEET
4
E 1,574,000
E 1,574,000
N 664,000
E 1,573,0
00
E 1,573,000
E 1,572,000
E 1,572,000
E
1,571,0
00
E 1,571,000
E 1,
570,000
E 1,570,000
E 1,5
69,000
E 1,569,000
E 1,568,00
0E 1,568,000
N 664,000
N 665,000 N 665,000
E 1,575,000
N 663,000
N 662,000
N 661,000
N 660,000
E 1,575,000
N 660,000
N 661,000
N 662,000
N 663,000
0200 100 200 400
SCALE IN FEET
N
HA
RF
OR
D
CO
UN
TY
CO
NDITIO
N
SU
RV
EY
SE
SQ
UE
HA
NN
A
RIV
ER
ST
ATIO
N
20
+100
TO
22
+000
Sheet 5 of 6
JA
H
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
FIL
E:
20
MA
P:
11-005
SM
G
SM
G
JA
NU
AR
Y ’11
File na
me:S
H01_
06
C004J
AN
2011
Plot date:
Plot scale:
Dra
win
g code:
Desig
n file no.
Date:
Rev.
Ckd by:
Dw
n by:
Revie
wed by:
Sub
mitted by:
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
SUSQ
UEHA
NN
A RIV
ER
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
8. CHANNEL WIDTH IS 200 FEET.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
7. PROJECT DEPTH: 15 FEET.
POSITIONING SYSTEM.
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
GCB #9
GCB #5
RNB #6
GCB #7
RNB #8
STATION
18+0
00
STATION
19+0
00
STATION
20+0
00
STATION
21+0
00
STATION
22+0
00
CHESA
PEA
KE BA
Y
SP
ES
UTI
E
ISLAND
ROAD
LOCUST POINT
SUSQUEHANNA NATIONAL
WILDLIFE REFUGE
SANDS
COVE
SPESUTIE
ISLAND
ABERDEEN PROVING GROUND
25.6
25.2
25.2 25.1
24.7 24.7
24.6 24.5
24.5 24.5
24.3
24.3
24.2
24.1
24.1
24.0
24.0
23.7
23.7
23.6
23.6
23.6
23.5
23.2
23.1
23.0
22.9
22.9
22.8
22.8
22.6
22.5
22.5
22.2
22.1
21.9
21.9
21.6
21.4
21.3
21.2
21.2
21.1
20.8
20.7
20.7
20.7
20.6
20.5
20.4
20.4
20.3
20.0
19.8
19.7
19.7
19.6
19.6
19.4
19.3
19.3
19.3
19.2
19.1
19.0
18.9
18.9
18.8
18.8
18.8
18.7
18.6
18.6
18.6
18.6
18.5
18.5
18.5
18.4
18.4
18.4
18.3
18.2
18.2 18.2
18.2
18.2
18.2
18.2
18.1
18.0
17.9
17.9
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7
17.7
17.7
17.6
17.6
17.6
17.6
17.5
17.5
17.5
17.5
17.5
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.2
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.8
12.8
12.7
12.7
12.7
12.6
12.6
12.5
12.4
12.4
12.3
12.3
12.2
12.1 12.1
12.0
12.0
11.9
11.9
11.8
11.8
11.5
11.4
11.2
11.0
10.9
10.8
10.8
10.8
10.8
10.6
10.5
10.5
10.4
10.4
10.3
10.2
10.0
10.0
9.9
9.9
9.8
9.7
9.6
9.6
9.4
9.3
9.3
9.3
9.2
9.1
9.1
9.0
9.0
8.9
8.9
8.9
8.8
8.6
8.5
8.4
8.4
8.3
8.2
8.1 8.0
8.0
7.9
7.9
7.8
7.7
7.7
7.6
7.3
US Army Corps
of Engineers
1
Sheet
reference
number:
Descriptio
nDate
Descriptio
nDate
Appr.
Appr.
A
Mark
Mark
B
C
D
2 3 4 5
V-106
BA
LTIM
OR
E
DIS
TRIC
T
U.S.
AR
MY
CO
RP
S
OF
EN
GIN
EE
RS
Baltimore District
MA
RY
LA
ND
Chief,
Nav.
Branch
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
N
E 1,
570,000
E 1,571,000
E 1,572,000
N 684,000
N 683,000
N 682,000
N 681,500
N 682,500
N 683,500
E 1,569,000
E 1,568,500
E 1,569,500
E 1,
570,500
E 1,
571,500
COMMERCE
WA
SHI
NG
TO
N
LAFAYETTE
ALLIANCE
UNI
ON
AV
E
S.
GILES
MA
RK
ET
ST
CO
NC
OR
D
YO
UN
GS
T
MADISON
MITCHELL
PL
FR
EE
DO
ML
N
ST
N 684,000
N 683,500
N 683,000
N 682,500
N 682,000
N 681,500
E 1,568,500
E 1,569,000
E 1,569,500
E 1,570,000
E 1,570,500
E 1,571,000
E 1,571,500
E 1,572,000
0 100 100 200FT 50
SCALE IN FEET
HA
RF
OR
D
CO
UN
TY
CO
NDITIO
N
SU
RV
EY
SE
SQ
UE
HA
NN
A
RIV
ER
Sheet 6 of 6
JA
H
Rev.
Date:
Desig
n file no.
Dra
win
g code:
Plot date:
Plot scale:
Desig
ned by:
Dw
n by:
Ckd by:
Revie
wed by:
Sub
mitted by:
FIL
E:
20
MA
P:
11-016
File na
me:S
H01_
06
C004
SE
P2
011
SM
G
SM
G
PARK
ISLAND
CONCORD POINT
SUSQ
UEH
AN
NA
RIV
ER
4070F
E1568613.12
N682759.05
ELEV: 6.06’ MLLW
4070E
E1568906.64
N682767.62
ELEV: 5.93’ MLLW
HAVRE DE
GRACE
MEMORIAL PARK
TYDINGS
MILLARD E.
HAVRE DE
GRACE
STATION
CENTERLINE
NORTHING EASTING
LEFT GEO
NORTHING EASTING
RIGHT GEO
0+000.00 1568307.46 682605.45
3+078.39 1571384.44 682698.57
1568715.60 682342.68
1569115.41 682354.77
1569308.15 682598.22
1571379.68 682660.91
1568704.11 682722.50
1569103.93 682734.60
1569185.94 682669.55
1571389.29 682736.23
NORTHING EASTING
HAVRE DE GRACE HARBOR CHANNEL
ST
ATIO
N
0+000
TO
3+07
8
HA
VR
E
DE
GR
AC
E
HA
RB
OR
GCB #3
RNB #4
HAVRE DE GRACE HARBOR
CHANNEL
11. PIERS WERE DIGITIZED FROM AN IMAGE OBTAINED USING
GOOGLE EARTH.
TIDAL 4
E1569111.45
N682773.63
ELEV: 5.96’ MLLW
GCB #17 SE
PT
EM
BE
R ’11
NOTE:NOTE:
1. STATIONS ARE AT 1000’ INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE ’83 TO ’01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
STANDARDS FOR 1:24000 SCALE MAPPING.
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
10. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
5. SURVEYED BY THE HYDRO II USING A TRIMBLE GLOBAL POSITIONING
POSITIONING SYSTEM.
6. THE BOTTOM WAS DEFINED BY AN ODOM DEPTH SOUNDER.
9. SURVEYED 20, 21, & 23 SEPTEMBER 2011.
7. PROJECT DEPTH: 7 FEET.
8. CHANNEL WIDTH IS 75 FEET.
16.5
16.5
16.4
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8 15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6 15.6 15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.7
13.7
13.7
13.7 13.6 13.6
13.5
13.5
13.5 13.5
13.4
13.4
13.4 13.2
13.1
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9 12.9
12.8
12.8
12.8
12.8
12.7
12.7
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4 12.4
12.3
12.3
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.2
11.1
11.1
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1 10.0
10.0
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.5
9.4
9.4
9.3
9.3
9.3
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.4
8.4
8.3
8.3
8.2
8.2
8.1
8.1
8.1
8.0
8.0 8.0
8.0
8.0
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.3
7.2
7.2
7.2
7.1
7.1
7.1
7.1
6.9
6.9
6.9
6.9
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.1
6.1
6.1
6.0
6.0
6.0
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.4
5.3
5.3
5.3
5.3
5.3 5.3
5.3 5.2
5.2
5.2
5.1
5.1
5.1 5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.6 3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3.0
3.0
3.0 3.0
3.0
3.0
2.9
2.9
2.8
2.8
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.5 2.5
2.5
2.5
2.5 2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3 2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.9
1.9 1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8 1.8
1.8
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.7
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3 1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.2 1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2 1.2
1.2
1.1
1.1
1.1 1.1
1.1
1.1 1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1 1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9 0.9
0.9
0.9
0.9
0.9 0.8
0.8
0.8 0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8 0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.7 0.7
0.7 0.7
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2 0.1
0.1 0.1
0.1
0.1
0.1
0.1
0.0
0.0
ST
ATI
ON 0
+000
ST
ATI
ON 1
+000
ST
ATI
ON 2
+000
ST
ATI
ON 0
+400
ST
ATI
ON 3
+000
ST
ATI
ON 3
+078