20020730 Ver 4_WETLANDS PERMIT-Revision 2_20220823

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CAROLINA DEPARTMENT OF
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LIVING WITH WATER -
USS NORTH CAROLINA
COVER SHEET
NEKOL; Soved.: 7/20/2022 1050 AM by NMORGAN
BATTLESHIP 1 BATTLESHIP ROAD
NORTH
109 EAST JONES STREET
NC 28401
NORTH CAROLINA
CAROLINA
DEPARTMENT OF
NATURAL&
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RESOURCES
RALEIGH, NC 27601
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PEMBROKE
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Submitted by:
SUBMITTERS NAME
MOFFATT & NICHOL
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BURGAW
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REVISION 1-2022-07-20
Sheet
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NOT TO SCALE NOT TO SCALE
FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
G_001
Q
o
1 OF 18
1 2 3 4 5 6 `INDEX:
!

1 I 2 3 I 4 I 5 I 6
e
INDEX OF SHEETS
ESTIMATE OF QUANTITIES ABBREVIATIONS:
.� •
=—
BATTLESHIP
:'::_
INDEX NO.
DRAWING NO.
DRAWING DESCRIPTION
SITE DATA
AC ACREAGE NAD 83 NORTH AMERICAN DATUM OF 1983
NORTH CAROLINA
1
G-001
COVER SHEET
MAIN LOT CAR PARKING SPACE
306 EA
AEC AREA OF ENVIRONMENTAL CONCERN NAVD88 NORTH AMERICAN VERTICAL
..o a ..
2
G-002
GENERAL NOTES
OVERFLOW LOT CAR PARKING SPACES
55 EA
%.
APPROX APPROXIMATE DATUM OF 1988
3
G-101
EXISTING & BORING LOCATION SITE PLAN
TOTAL CAR PARKING SPACES
361 EA
E
4
V-101
SURVEY PLAN
LIVING SHORELINE
720 LF
AVE AVENUE NCDEQ NORTH CAROLINA DEPARTMENT
E
g
5
CG001
EROSION & SEDIMENT CONTROL NOTES
FILL OF EXISTING WETLAND
0.26 AC
CIR CIRCLE OF ENVIRONMENTAL QUALITY
t
6
CG002
TURBIDITY CURTAIN DETAILS
CONC CONCRETE O.C. ON CENTER
s"
DISTURBANCE AREA
11+/-AC
LIED FOR PERMIT
Seammon
7
CG101
EROSION & SEDIMENT CONTROL PLAN
TEMPORARY WETLAND IMPACTS IN DOT ROW
0.43 AC
CL CENTERLINE PL PLACE
8
D-101
DEMOLITION PLAN
WETLAND CREATED
1 23 AC
DR DRIVE PROP PROPOSED
9
C-101
OVERALL SITE PLAN
WETLAND ENHANCED
0.74 AC
E EAST OR EASTING RD ROOF DRAIN
10
C-102
CIVIL GRADING AND DRAINAGE PLAN
WETLAND TO TIDAL CREEKt.
p pg AC
EL/ELEV ELEVATION S SOUTH
—
11
C-103
STORMWATER PLAN
TIDAL CREEK CREATED
0.10 AC
EOP EDGE OF PAVEMENT ST STREET
12
C-301
TYPICAL SECTIONS
TIDAL WETLAND DISTURBED
0.69 AC
EXIST. EXISTING STA STATION
13
C-401
ENLARGED PARKING PLAN
FT FEET SY SQUARE YARDS
14
C-501
CIVIL DETAILS 1 OF 2
15
C-502
CIVIL DETAILS 2 OF 2
LB POUND TOC TOP OF CURB
MHW MEAN HIGH WATER TYP TYPICAL
16
LP101
LANDSCAPE PLAN
17
S-101
OVERALL STRUCTURAL PLAN
MHHW MEAN HIGHER HIGH WATER USACE UNITED STATES ARMY CORPS OF
18
S-501
STRUCTURAL DETAILS
MILS ONE THOUSANDTH OF AN INCH ENGINEERS
Q
D
MLW MEAN LOW WATER " SECONDS OR INCH
GENERAL NOTES: PERMITS: MLLW MEAN LOWER LOW WATER MINUTES OR FEET
D
ITH WATER -
TH CAROLINA
AL NOTES
2211:32 AM by NMOR(
1. THE TOPOGRAPHY PRESENTED ON THE SITE PLAN IS BASED ON 2020 SURVEYS CONDUCTED BY 1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND MSL MEAN SEA LEVEL & AND
WITHERS RAVENEL AND CAN ONLY BE CONSIDERED AS REPRESENTATIVE OF CONDITIONS AT AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND MTL MEAN TIDE LEVEL 0 DIAMETER
THAT TIME. SURVEY VERTICAL REFERENCE NAVD88 DATUM. APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. N NORTH OR NORTHING
2. PLAN COORDINATES AND WORK POINTS ARE BASED ON THE NORTH CAROLINA STATE PLANE 2. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY
COORDINATE SYSTEM, NORTH AMERICAN DATUM 83 (NAD83). WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO FAMILIARIZE AND GOVERN THEM SELF BY ALL PROVISIONS OF THESE
1
2
3
4
5
.E BLOCK
LIVING W
USS NOR1
W
NEKOL; Saved
—
3. ALL ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED TO NORTH AMERICAN VERTICAL PERMITS.
OF 1988 (NAVD88). THE TIDAL DATUM RELATIONSHIP IS BASED ON NOAA TIDAL STATION
AT THE WILMINGTON, NC STATION.
D
D
_
Z
aDATUM
STAGING:
MHHW 2.08 FEET
MHW 1.83 FEET 1. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AREAS SHALL BE
NAVD88 0.00 FEET CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION AND
C
C
MSL -0.16 FEET ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL RESTORE THE ACCESS AREAS TO
DRAWING AREA
FEET
t
1MLW
C
-2.44 THEIR ORIGINAL CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES
MLLW -2.60 FEET REPLACEMENT OF FENCING, SIGNS, VEGETATION, WALKWAYS, PARKING FACILITIES, PAVED AREAS
B
B
C o
MAN Project No.
10258-01
Drawing Scale: AS NOTED
Plot scale: 1:2 (B SHEET)
5:45 PM by MORE
AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT MATERIALS SHALL BE APPROVED BY THE
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING OWNER BEFORE INSTALLATION.
WORK. DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS
AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATION OR
A
A
8
m
ADJUSTMENT PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN
1
2 3 4 5
_
DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN
RESOLVED.
DRAWING AREA COORDINATE SYSTEM (DACS)
°
Submitted by:
SUBMITTERS NAME
MOFFATT 8 NICHOL
`t/eship Living with Water Permit\Z1025801-0002; Plotted: 8/22/2022
5. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND SHALL COMPLY
—
WITH ALL TERMS OF THE PERMITS PERTAINING TO THE PERFORMANCE OF THE WORK.
VIEW NUMBER * VIEW NUMBER *
6. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTORS RESPONSIBILITY. B5 VIEW TITLE La
2
m
C-101 SCALE: 1"=50' NEF —1
7. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL SPECIFICATIONS. IF THERE C-102,C-103,C-104
ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL ALERT SHEET NUMBER SHEET NUMBER
THE OWNER AND ENGINEER. THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE. ADDITIONAL SHEET NUMBERS \ VIEW REFERENCED FROM VIEW REFERENCED TO
co
4700 FALLS OF THE NEUSE ROAD
,", SUITE 0
RALEIGH, NCO27609
919-781-4626
moffatt & nlchol
NC FIRM LICENSE No. F-0105
B
VIEW REFERENCED TO
8. THE EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION. VIEW TITLE SECTION CUT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL
UTILITIES, IF UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE
STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO VIEW NUMBER * 7— VIEW NUMBER *
EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR m m
—
EXPENSE. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. NW NV
SHEET NUMBER SHEET NUMBER
9. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL VIEW REFERENCED TO VIEW REFERENCED TO
ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS.
DETAIL CALLOUT ELEVATION VIEW
10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE
SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS
THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME * VIEW NUMBER IS BASED ON THE DACS LOCATION OF THE LOWER -LEFT
0
A
THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED EXTENTS OF THE VIEW ON THE REFERENCED
OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. DRAWING INFORMATION BETWEEN SHEETS,
NUMBERS MUST BE QUOTED TOGETHER - EITHER
11. THE CONTRACTOR IS TO PROVIDE EROSION CONTROIJSEDIMENTATION BARRIERS (SILTATION SHOWN ABOVE OR IN THE FORM; "VIEW NO./SHEET
CURTAINS AND FLOATING TURBIDITY SCREENS) TO PREVENT SILTATION OF ADJACENT
PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS, IF IN THE OPINION OF THE CITY
AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE BEING TRANSPORTED OFF
SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
AND CLEAN SAID EARTH FROM TRAVEL WAYS TO THE SATISFACTION OF THE CITY.
North
SHEET. WHEN REFERENCING
BOTH THE VIEW AND SHEET
IN A CALLOUT FORMAT AS
NO." (C1/C-301)
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12. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER THE CITY OF WILMINGTON AND STATE
S
ro
REGULATIONS.
Caro
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FOR PERMIT
Reference No
www.IIC811.Org \ /-
ISSUED: 2022-06-22
G-002
NOT TO BE USED FOR CONSTRUCTION
6
INDEX: 2 OF 18
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1 2 3 4 5 6

1 2 3 4 5 6
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BATTLESHIP
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'NIR
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START LOCATION UNKNOWN, � VOLUNTEER EXISTING BOAT ANCHOR ' - EXISTING MEAN
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OUTLET UNDER WALL -- COASTAL WETLAND ��y�:i, yp _j-�: '-: vi "itto,
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1 ADDED AEC LINEWORK AND NOTES
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Mark oeacnoten
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LOADING DOCK
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EXISTING BOAT ANCHOR -- - - ""'"` E. _
ELECTRIC BOX EXISTING BLOCK MATS , w t�� A "'---mrw- _ �_y _ � ' _ _ —O ��
��1�iir 12"0 TIMBER PILES AT +e F�'�. VISITOR'S n �'�
+ APPROX. 3- 4 FT O.C. CENTER • r
(55 TOTAL), TYP#� .� o�".„._ -
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Designed by: Date: Rev.
MAP 2022-06-22 7
Dwn by: Ckd by: MAN Project No.
VNM JC 10258-01
Drawing Scale: AS NOTED
Plot scale: 1:2 (B SHEET) ,
with Water Permit\Z1025801-6101; Plotted: 8/22/2022 5: 45 PM by MORGA
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Submitted by:
SUBMITTERS NAME
MOFFATT & NICHOL
mow- u--
-.y.- ,:. .• ___.__ � '-�,.- -- „'- — - -�"- - -„'- - �"- — - - - „` - -„` - 24-
0 - •""`"_
NORTH CAROLINA ROAD
�.,+
MHw nw _ _ - - CPT
--_ -_- OWNER. NCDOT
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a
— ROAD
_--_---__-"ur` wt_ _ =_ see- -- T PAVEMENT ----- - - --- - --- .. 1LI 1
'HALT 0
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- EXISTING AT&T EXISTING ➢ �i
B
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- --- _----- / TELECOM BOX 30'0 CMP �� "�
- -_� PID R05300 001-001-000
--_, - _ _/' EXISTING EXISTING EXISTING 'Y C�- 105 NE BATTLESHIP RD
- __ _ COASTAL UNDERGROUND OVERHEAD OWNER: HOLDINGS OF TCM INC
- — -' PID- R05300-001-002-000
---- _ _ _ _ WETLAND UTILITIES POWER LINES CLASS: B-2-BUSINESS DISTRICT
- 125 NE BATTLESHIP RD ZONING: COM-Commercial
_ _ - - OWNER: HOLDINGS OF TCM INC
— - - — _ _ — - - -- - - CLASS: B-2-BUSINESS DISTRICT ,,, _ LAND USE CODE: 958-Unused Land
ZONING: COM-Commercial BATTLESHIP ROAD
It LAND USE CODE: 958-Unused Land OWNER: NCDOT A,
BORING LOG
BORING LOG
NOTE: LEGEND A
o
J
CORE
NORTHING
FASTING
CORE
NORTHING
FASTING
1. CATLIN ENGINEERS AND SCIENTISTS CONDUCTED "GEOTECHNICAL SUBSURFACE
BORING LOCATION (SEE NOTE)
INVESTIGATION FOR USS BATTLESHIP NORTH CAROLINA LIVING WITH WATER CPT- ##
4-._
`0
4
CPT-01
178531
2316528
CPT-11
178511
2315897
IMPROVEMENTS" REPORT DATED FEBRUARY 17, 2021.
E
a
dswe
EXISTING RIPRAP
m
CPT-02
178286
2316536
CPT-12
178394
2315745
e
CPT-03
178493
2316236
CPT-13
178514
2315589
2. A PRELIMINARY JURISDICTIONAL DETERMINATION WAS CONDUCTED ON MAY 24, 2021.
CPT-04
178256
2316252
CPT-14
178352
2315654
THE NC DIVISION OF COASTAL MANAGEMENT AND US ARMY CORPS OF ENGINEERS
CONDUCTED A SITE VERIFICATION ON SEPTEMBER 17, 2021 AND JUNE 9, 2022. -- -- EXISTING COASTAL WETLAND
-
a,
Q
CPT-05
178379
2316388
CPT-14-GEO
178352
2315655
CPT-OS-GEO
178379
2316390
CPT-15
178231
2315581
3. ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONS WERE SUBMITTED TO
HOLDINGS OF TCM INC, AND NCDOT.
1
A
CPT-06
178194
2316174
CPT-16
178231
2315737
-.F.- EXISTING MEAN HIGH WATER LINE
A
0l
CPT-07
178170
2315996
CPT-17
178287
2316745
4. EXISTING COASTAL WETLANDS ALONG EASTERN SHORELINE ARE APPROXIMATELY
178382
2315958
178294
2316738
190-FT IN LENGTH WITH A MAXIMUM WIDTH OF 23-FT. EXISTING COASTAL WETLANDS
50' 0' 50' 100'
_
CPT-08
CPT-17A
WILL NOT BE DISTURBED. RIPRAP WILL BE REMOVED LANDWARD OF EXISTING
, — —
1111111112A
o
178402
2316098
CPT-I8-GEO
178409
2316672
REVISION 1-2022-07-20
Sheet
o
CPT-10
178559
2316094
CPT-19
178541
2316689
FOR PERMIT
Reference No.
Q
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
G-1 01
INDEX: 3 OF 18
i(
1 2 3 4 5 6

1 2
3
4
5
6
A
NOTE:
DRAWING IS FOR INFORMATION PURPOSES
ONLY AND NOT TO SCALE.
VICINITY MAP
GPO SURVEY CERTIFICATE
(0 C
T2) Po
T2, TIRE - „EIXaRN
r5, arL;PEa0Ra
USE NN comma FAIN!„
LOMLLIZEO SITE CONTROL
oor BI
rms,331 us SURVEY FEET
2316141112 VS SUR4EY FEU
EL. 109 US SURVEY FEE!
NT /2
EL. ORM VS SURVEY FEU
CI `6 L w 86
re, 00MMNm GRID rAcrore us. 1.000028890
c9, MRS LI.S. SURREY FEET
10 DECEVEBER 2020
OURVET CRRTRYCATE
NOR,. Tat AND OR HONNCAL PORTION OATA FOR 'WPM/. OR CONTROL OF OTHER
SURVEYS OR MAPPING THIS SURWY . NORTH MERMAN DARPA ce Re2(080 8sm MOO.
DAMN OF MS MMO 18, ROWERS NY ORIGINAL SIONAIVRE. LICENSE ASA. AND
SEAL MIS .2 OAT OF DECFYeEE. A O.
10 DECEMBER 2020 0.156
NOTES:
APPEARS PE
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gr
STANCES ARE HORIZONTAL GROUND OISTANW
COLIMPED SCALE FACTOR 1000028699
ta" AOArsniaa)
r d cc�11jgs xe'"`rlAwTZ s°11'`mucx°�"ueir IwE
LEGEND
ELECTRIC SO
LIGHT POLE
11.
_ _______ ---------------------
lid
bA
D
DIE
IEEE MILT! r.g1:1ATION SHOWN DEPICTS GROUND
OR MAY NCT:INDICAA1177.21frENCE OF
AS LOCATED
"EMS SURVEY WAS YERFORAIEOWNNOLTT BENE.Ftr OF S.
FLU AND ACCURATE ABSMIACt OF Mt. ANY
INFORINATION MAT MAT ea REVEALED BY A COMPLETE
ITILE RLPORTNIAV NOT BE SNOWN ON THIS SURVEY.
MEW MOM AM WALED TAR PUT IS PRELIMINARY PLAT
NOT FOR RECORDATION. CONVILTANORS. OR SA.
REVISIONS VOTE La DECEMBER 2020 TOPOGRAPHIC SURVEY OF:
1 B° SOUTH LOT of PID#R04700-006-001-000
SORVEYED.CPL
BATTLESHIP USS NORTH CAROLINA MEMORIAL
DRAWN er'E0. SHEET 10F
NFX nx C UTO LO R TOWNSHIP CAPE FEAR TOWNSHIP COUNTY: NEW HANOVER I STATE: NORTH CAROLINA
CAD RELECT NO:0200962M T LOCATION:CITY OF WILMINGTON ZONING: 8-2 CLASS GOV-EXEMPT GOVERNMENT
a• WithersRavenel
1/ Engineers I Planners I Surveyors
emotion RN6,BNXe 1011WIlminpon C 281051C 91025692,1 uense e:C-08Y
FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
BATTLESHIP
MORIN CAROLINA
N
ISSUED FOR PERMR
SURVEY PLAN
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Reference No.
V-101
NEKOL; Saved: 8/8/2022 12: 00 PM by NMORGAN
1 2
3
4
5
6
INDEX: 4 OF 18

1 2 3 1 4 1 5 1 6
e
EROSION CONTROL NOTES
;; •
NOTE: NOTE:
THE CRITICAL ROOT ZONE (CRZ) OF A ROOF CROWN OF THE TREE IS NEEDED FOR LEAF
"'
BATTLESHIPr
����_
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH
ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET
r
,,,, ,,,,, „„,,,,, •p,,, ,,„,r
s�E TM
IS WHERE THE MAJORITYOF A TREE'S ROOTS GROWTH TO PRODUCE OXYGEN, FILTER
LAY. 85% OF MOST TREE ROOTS ARE FOUND THE AIR, REDUCE WIND AND SOFTEN NOISE.
THE DO NOT DISFIGURE CROWN WITH
mom. cAnomma
ResoMRcu
PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
�
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. A.
IN THE TOP 24" OF SOIL AND SUPPLY
INTENSIVE PRUNING.
THE MAJORITY OF NUTRIENTS AND WATER.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
GENERALLY, ROOTS SPREAD OUT 2-3X THE
HEIGHT OF THE TREE.
E
PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED
���F K
E
1 $
TO MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO
. R,a1�,rwa.N..�.w.A
W'""r
s o
CONTROL EROSION OF THE EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY
EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER
pll
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de
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TEMPORARY
�D.N`y�
7 ,p,a
„
SILT FENCE
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el
ISSUED FOR PERMR
-
THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS
PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND
y,
b
6
11111p :
Ve
,' 4A
'
N
CRZ
\
ORANGE SAFETY FENCE
/ OR ORANGE SILT FENCE
(TYPICAL)
. ...
..:.•
PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS.
'
nr or
r+
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY PUBLIC OR PRIVATE
TEMPORARY CONSTRUCTION ENTRANCE
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.�
1: ♦4•
S. MAX
`
ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE
s I
�'
„E „ "„ "„,E
STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
.
NOTES:
D
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES
LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE
, -
...
,,,,,,-
„A,O...,
,,,,
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
D
LIVING WITH WATER -
USS NORTH CAROLINA
EROSION & SEDIMENT
CONTROL NOTES
NEKOL; Saved: 3/30/2022 2: 48 PM by NMORGAN
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
=- 1.p�„��
v,
R „N /
z. CRZ RADIUS Is 1 F PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE
�%
LOGGING MAT S SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND
.�����
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a
COMPACTION IN THIS ZONE.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN
SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
%4O
j. '-,
To AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
ROCK
°
CHECK DAM
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO
-
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH
GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION
OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND
RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING,
AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
WO DISTURBING ACTNmES MUST BE MANAGED To AVOID SEDIMENT
cITAECPE7 case cows 'ARSE' BORER VA AIL
PERMIT
IN0 6>EDE R_MONITO I OFRW TER o WEEKLY,D1Iu+RON."�EVE00)
BASED REQUIRENEEUENrsMo T°Hc"EascAPPOf'wS+.
RUN-OFF
TA
AND
Aau0M.EMS
OR
POLLUTION
OR REPUFS�
sEF-IN`SSPECTION
FROM CONSTRUCTION SITES.
Puu wIu CONTaN DEwls u+D
REPORTS AFTER EACH oONSTPUOUON
VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR
EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED.
CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE OF 8500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED
33NYRS EFORPTREE APPROVEDPLANREQUIRE OWNER TO POST A LETTER OF CREDIT FOR
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
STANDARD
DETAIL
CRY OF
STANDARD DETAIL
an OF
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES UNTIL AFTER THE
DATE SEPTEMBER,2012
,, 4J * GTO�N
DATE: JAN,2015
GTO
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS
DRAWN BY JSR
GUIDELINES
FOR
NOR HGROMNA
ENGINEERING
DRAWN BY SR
TREE PROTECTION
NORTH CAROLINA
OF ENGINEERING
BEEN ESTABLISHED. IT IS RECOMMENDED THAT NCDEQ APPROVE THE ACTION PRIOR TO
CHECKED BY DEC, P.E.
SEDIMENT CONTROL
BMPs
1% BOX 118MONGTON
WILMINGTON, NC 28402
CHECKED BY RDG, P.E.
DURING
PCRT
O BOX 1+8101NGTON
WILMINGTON, NC 28402
REMOVAL.
SCALE NOT TO SCALE
SHEET
IOF3
[phone]
SD3-104
SCALE NOT TO SCALE
CONSTRUCTION
[phone]
SD 15-09
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF
$I{EETIOf2
Z
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CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL
e
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OTHER CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY
INSTALL POST TO ANCHOR
DRAPE BAFFLE MATERIAL OVER WIRE STRAND BAFFLE TO SIDE OF BASIN AND
AND SECURE WITH PLASTIC TIES AT POSTS SECURE TO VERTICAL POST
Toy
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OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
_
9-CUACE HARwME CLOTH
AND ON WIRE EVERY 12"
\
STATE OF
NORTH CAROLIN
DEPT. OF TRANSPOR'
DIVISION OF HIGH
RALEIGH, N.0
FA
„
a S
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d: 8/22/2022 5:45
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
(7- MESH OPENINGS)
4' MAX/
-H
-
o
.
6
2 -
Eby:
ETER'S NAME
Ti & NICHOL
OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN
9 GAUGE MIN HIGH•
=iW=tee
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
""'
""
"""'
TENSION WIRE STRAND
■I
�:...-;•.fC
= i%'�:�55'
: A `6
PRACTICES AS DESIGNED.
SHALL BE BSECURED
To POST TO SUPPORT
1.
�_�_�_�=_��
������
0*p�-
�3%% '
r
WCOOT OS OR q57
BAFFLE MATERIAL
_
��
�•"•• VARIABLE DEPTH
-
14. PURSUANT TO G.S 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
SHED STONE
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.
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GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
__'_'_ _ _ __ _
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��
_
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7,
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ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
I
_'_ ______
_ _-
RD DRAWING FOR
ER BAFFLE
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LL
a
1025801—CG001; Platte
A
EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
SECURE BOTTOM OF BAFFLE
BAFFLE MATERIAL TO GROUND WITH 12" STAPLES
W
OF THE NEUSE ROAD
SUITE 300
1IGH, NC 27609
19-781-4626
_ICENSE No. F-0105
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3),
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
WATER
WATER
NCDDT g5 OR #57
STONE
AT 12" MAXIMUM SPACING
11 GAUGE
NOTES: LANDSCAPE
/
/
BAFFLE MATERIAL
BWASHED
STAPLE
• • • • - • •
%• • �.� • •
• • - • • �•
�.• •.�
1 . INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
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Y
•�N
•
'`-''
' '' ''
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DAMS AT DRAINAGE OUTLETS WITH A - -
SPACING OF 1/q THE BASIN LENGTH. -12"
- - -
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2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
I-III�II-III
STEEL POST - 2'-0" DEPTH
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LESS THAN 20 FT. IN LENGTH WITH A
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iir
SPACING OF 1/3 THE BASIN LENGTH.
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c: SA ANU?citNSPYHS�s�srcrss. •
• M ••sr .r 9'•Frr 9
3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED
SHALL NOT BE BELOW BASE OF SPILLWAY TO THE BOTTOM AND SIDES OF BASINUSING
_
C
-
NOTES:
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING IN ET
12" LANDSCAPE STAPLES
ELEVATION.
O
.E;,1.
2. DRIVE 5-FOOT STEEL POSTS (1.25 LB/LF) 2 FEET INTO GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
APART.
SHEET 1 1
OF
1640 • 01
E
h
ti'
-9.,FEET
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO
O
THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE
WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCOOT #5 OR g57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF
16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE ARE PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
'
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A
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STANDARD DETAIL
CANOE
SEAL
O
DATE: MAY,2018
GTON
` !
AT
DRAWN BY 15R
GUIDELINES FOR
NORTHCAROLNA
OF TR
11810 1NGON ENGINEERING
Sheet
N
O
CHECKED BY DEC, P.E.
SEDIMENT CONTROL BMPs
PCITY
O BOX
NC 2B402
WIio)
Reference No.
SCALE NOT TO SCALE
SHEET 3OP3
3ON,
(910) 41 -7807
SD 3-104
FOR PERMIT
ISSUED: 2022-06-22
CG001
o
NOT TO BE USED FOR CONSTRUCTION
INDEX: 5 OF 18
1 2 3 4 5 z
6

1 I 2 I 3 I 4 I 5 I 6
,
MATERIALS: MAINTENANCE:
II:
1. TURBIDITY CURTAIN BARRIERS SHALL BE ORANGE IN COLOR IN ORDER TO ATTRACT THE ATTENTION OF NEARBY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE TURBIDITY CURTAIN FOR THE DURATION OF
BOATERS. THE PROJECT IN ORDER TO ENSURE THE CONTINUOUS PROTECTION OF THE WATERWAY.
TABLE 1 - FABRIC PROPERTIES
BATTLESHIP
����_
2. THE TURBIDITY CURTAIN FABRIC SHALL MEET THE MINIMUM REQUIREMENTS NOTED IN TABLE 1 ON THIS DRAWING. 2. SHOULD REPAIRS TO THE GEOTEXTILE FABRIC BECOME NECESSARY, REPAIR KITS AVAILABLE FROM THE ORIGINAL
PHYSICAL PROPERTY
REQUIREMENT
.owrd C.wo.I..
•'°°°°•'
MANUFACTURER SHALL BE USED. MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED TO ENSURE THE
THICKNESS (MILS)
45
3. SEAMS IN THE TURBIDITY CURTAIN FABRIC SHALL BE EITHER VULCANIZE WELDED OR SEWN, AND SHALL DEVELOP ADEQUACY OF THE REPAIR.
WEIGHT (OZ./SY)
22
THE FULL STRENGTH OF THE FABRIC.
TENSILE STRENGTH (LB)
300
1
E
3. WHEN THE CURTAIN IS NO LONGER REQUIRED, THE CURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN
UV INHIBITOR
REQUIRED
E
$
4. FLOATATION DEVICES SHALL BE FLEXIBLE, BUOYANT UNITS CONTAINED IN AN INDIVIDUAL FLOTATION SLEEVE OR SUCH A MANNER AS TO MINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFORE
COLLAR ATTACHED TO THE CURTAIN. BUOYANCY PROVIDED BY THE FLOATATION UNITS SHALL BE SUFFICIENT TO REMOVING THE CURTAIN.
SUPPORT THE WEIGHT OF THE CURRENT AND MAINTAIN A FREEBOARD OF AT LEAST 3 INCHES ABOVE THE WATER
&
s 8
SURFACE LEVEL AS INDICATED IN THE TURBIDITY CURTAIN DETAIL ON THIS DRAWING.
5. LOAD LINES MUST BE FABRICATED INTO THE TOP AND BOTTOM OF ALL FLOATING TURBIDITY CURTAINS. THE TOP 22 OZ. NYLON PVC SLOT
LOAD LINE SHALL CONSIST OF WOVEN WEBBING OR VINYL -SHEATHED STEEL CABLE AND SHALL HAVE A BREAK REINFORCED STRESS / CONNECTOR FLOATATION
STRENGTH IN EXCESS OF 10,000 POUNDS. THE SUPPLEMENTAL (BOTTOM) LOAD LINE SHALL CONSIST OF A CHAIN VINYL BAND,TYP
INCORPORATED INTO THE BOTTOM HEM OF THE CURTAIN OF SUFFICIENT WEIGHT TO SERVE AS BALLAST TO HOLD=
THE CURTAIN IN A VERTICAL POSITION. ADDITIONAL ANCHORAGE SHALL BE PROVIDED AS NECESSARY. THE LOAD
g
= o
_
LINES SHALL HAVE SUITABLE CONNECTING DEVICES WHICH DEVELOP THE FULL BREAKING STRENGTH FOR
CONNECTING TO LOAD LINES IN ADJACENT SECTIONS (SEE TURBIDITY CURTAIN DETAIL ON THIS DRAWING).i
6. BOTTOM ANCHORS ARE REQUIRED. BOTTOM ANCHORS MUST BE SUFFICIENT TO HOLD THE CURTAIN IN THE SAME
POSITION RELATIVE TO THE BOTTOM OF THE WATERCOURSE WITHOUT INTERFERING WITH THE ACTION OF THE
CURTAIN. THE ANCHOR MAY DIG INTO THE BOTTOM (GRAPPLING HOOK, PLOW, OR FLUKE TYPE) OR MAY BE
IiI
z
o
WEIGHTED (MUSHROOM TYPE), AND SHOULD BE ATTACHED TO A FLOATING ANCHOR BUOY VIA AN ANCHOR LINE.
.
o
THE ANCHOR LINE WOULD THEN RUN FROM THE BUOY TO THE TOP LOAD LINE OF THE CURTAIN. THESE LINES MUST ,
CONTAIN ENOUGH SLACK TO ALLOW THE BUOY AND CURTAIN TO FLOAT FREELY WITH A WATER SURFACE
�nI����
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PI
D
ELEVATION INCREASE FROM THE MEAN LOWER LOW WATER (MLLW)ELEVATION TO THE MEAN HIGHER HIGH WATER
�II
II
D
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o
MHHW ELEVATION WITHOUT PULLING THE BUOY OR CURTAIN DOWN. THESE LINES MUST BE CHECKED REGULARLY
r�
O
TO MAKE SURE THEY DO NOT BECOME ENTANGLED WITH DEBRIS. ANCHOR SPACING WILL VARY WITH CURRENT
VELOCITY AND POTENTIAL WIND AND WAVE ACTION, THEREFORE THE MANUFACTURER'S RECOMMENDATIONS VINYL COATED CABLE (ON
SHOULD BE FOLLOWED. SEE ORIENTATION OF EXTERNAL ANCHORS AND ANCHOR BUOYS AS SHOWN IN FIGURE 1 ON BOTH SIDES OF CURTAIN
THIS DRAWING FOR INSTALLATION. TO REDUCE STRAIN), TYP
INSTALLATION: SAFETY HOOK)
CHAIN
LAP LINK, TYP
STRESS PLATE, TYP
LIVING WITH WATER -
USS NORTH CAROLINA
TURBIDITY CURTAIN
DETAILS
NEKOL; Saved: 3/30/2022 2:52 PM by NA
1. THE CURTAIN SHOULD NEVER TOUCH THE BOTTOM. A MINIMUM 1 FOOT "GAP" SHOULD EXIST BETWEEN THE TURBIDITY
CURTAIN DETAIL
—
WEIGHTED LOWER END OF THE SKIRT AND THE BOTTOM AT MLLW. MOVEMENT OF THE LOWER SKIRT OVER THE
BOTTOM DUE TO CURRENT OR ELEVATION FLUCTUATION ON THE FLOTATION SYSTEM MAY FAN AND STIR
SEDIMENTS ALREADY SETTLED OUT.
NOTE:
2. TURBIDITY CURTAINS SHOULD BE LOCATED PARALLEL TO THE DIRECTION OF FLOW OF A MOVING BODY OF WATER.
TURBIDITY CURTAIN SHOULD NOT BE PLACED ACROSS THE MAIN FLOW OF A SIGNIFICANT BODY OF MOVING WATER.
3. WHEN SIZING THE LENGTH OF A FLOATING CURTAIN, ALLOW AN ADDITIONAL 10 TO 20 PERCENT VARIANCE TO AUTOMATIC FLASHING LIGHT (ON
STRAIGHT LINE MEASUREMENTS. THIS WILL ALLOW FOR MEASURING ERRORS, MAKE INSTALLING EASIER AND AT DUSK/OFF AT DAWN) @ 100'
ANCHORINGFORCES WITH BUOYS, THEASHOWN, . HENCE, ALL
VERTICALAIWILLOSINKFROCURTAIN. HENCE, THE
CURTAIN NOT SINK FROM WIND OR CURRENT
LOADS. FINAL CONFIGURATION AND DETAILS AS
RECOMMENDED BY MANUFACTURER.
REDUCE STRESS FROM POTENTIAL WAVE ACTION DURING HIGH WINDS. O.C. MAX SHALL BE USED IN
C
NAVIGABLE CHANNELS ONLY, TYP
4. AN ATTEMPT SHOULD BE MADE TO AVOID AN EXCESSIVE AMOUNT OF JOINTS IN THE CURTAIN. A MINIMUM STANDARD CONTAINMENT
ATTACH LINES TO SHACKLE
BUOY, TYP
Submitted by: Drawing Scale: AS NOTED
SUBMITTERS NAME
MOFFATT & NICHOL Plot scale: 1:2 (B SHEET)
`tleship Living with Water Permit\ 1025801—00002; Plotted: 8/22/2022 5:45 PM by MORO.
CONTINUOUS SPAN OF 50 FEET BETWEEN JOINTS IS REQUIRED. SYSTEMS LIGHT BUOY, TYP
5. FOR STABILITY REASONS, A MAXIMUM SPAN OF 100 FEET BETWEEN JOINTS (ANCHOR OR STAKE LOCATIONS) IS
REQUIRED. IF SPACINGS EXCEEDING THIS ARE ALLOWED BY THE MANUFACTURER, DATA SHALL BE SUBMITTED FOR
REVIEW.
■
j
`�1•
v
j
z a WATER SURFACE
,
ANCHOR, TYP (AS
a
6. THE ENDS OF THE CURTAIN (BOTH FLOATING UPPER AND WEIGHTED LOWER) SHOULD EXTEND WELL UNDER THE /
•
EXISTING STRUCTURE TO BE REMOVED. THE ENDS SHOULD BE SECURED FIRMLY TO FULLY ENCLOSE THE AREA
WHERE SEDIMENT MAY ENTER THE WATER. I
RECOMMENDED BY
THE MANUFACTURER)
7. TYPICAL ALIGNMENTS OF TURBIDITY CURTAINS CAN BE SEEN IN FIGURE 2 ON THIS DRAWING. THE NUMBER AND `,. jj\//j\/j/,. \\ju\,\\
SPACING OF EXTERNAL ANCHORS MAY VARY DEPENDING ON CURRENT VELOCITIES AND POTENTIAL WIND AND \� \
WAKE ACTION. THE MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. R
\///j/%\//j//j/\�j�\j/j
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8. IN RIVERS OR IN OTHER MOVING WATER, IT IS IMPORTANT TO SET ALL THE CURTAIN ANCHOR POINTS. CARE MUST
BE TAKEN TO ENSURE THAT ANCHOR POINTS ARE OF SUFFICIENT HOLDING POWER TO RETAIN THE CURTAIN UNDER
THE EXISTING CURRENT CONDITIONS, PRIOR TO PUTTING THE FURLED CURTAIN INTO THE WATER. AGAIN, ANCHOR
BUOYS SHOULD BE EMPLOYED ON ALL ANCHORS TO PREVENT THE CURRENT FROM SUBMERGING THE FLOTATION FIGURE
RIVERBED
TURBIDITY
CURTAIN
1 - SECTION
co
4700 FALLS OF THE NEUSE ROAD
,", SUITE 0
RALEIGH, NCO27609
moffatt & nichol 919-781<626
NC FIRM LICENSE No. F-0105
B
AT THE ANCHOR POINTS.
9. WHEN THE ANCHORS ARE SECURE, THE FURLED CURTAIN SHOULD BE SECURED TO THE UPSTREAM ANCHOR POINT
AND THEN SEQUENTIALLY ATTACHED TO EACH NEXT DOWNSTREAM ANCHOR POINT UNTIL THE ENTIRE CURTAIN IS IN RIVER
BARRIER MOVEMENT DUE TO
POSITION. AT THIS POINT, AND BEFORE UNFURLING, THE "LAY" OF THE CURTAIN SHOULD BE ASSESSED AND ANY FLOW
NECESSARY ADJUSTMENTS MADE TO THE ANCHORS. FINALLY, WHEN THE LOCATION IS ASCERTAINED TO BE AS
DESIRED, THE FURLING LINES SHOULD BE CUT TO ALLOW THE SKIRT TO DROP.
ANCHOR & ANCHOR
10. ALWAYS ATTACH ANCHOR LINES TO THE FLOATATION DEVICE, NOT TO THE BOTTOM OF THE CURTAIN. THE
WIND & RAINFALL, TYP
PROPOSED DEMOLITION/
CONSTRUCTION AREA
—
BUOY, TYP
ANCHORING LINE ATTACHED TO THE FLOATATION DEVICE ON THE DOWNSTREAM SIDE WILL PROVIDE SUPPORT FOR
THE CURTAIN. ATTACHING THE ANCHORS TO THE BOTTOM OF THE CURTAIN COULD CAUSE PREMATURE FAILURE OF
THE CURTAIN DUE TO THE STRESSES IMPARTED ON THE MIDDLE SECTION OF THE CURTAIN.
REMOVAL:
0
CARE SHOULD BE TAKEN TO PROTECT THE SKIRT FROM DAMAGE AS THE TURBIDITY CURTAIN IS DRAGGED FROM
THE WATER.
j.$
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I
co1.
2. IF THE CURTAIN IS TO BE REUSED AT THE SITE, THE AREA SELECTED TO BRING THE CURTAIN ASHORE SHOULD BE
FREE OF SHARP ROCKS, BROKEN CEMENT, DEBRIS, ETC SO AS TO MINIMIZE DAMAGE WHEN HAULING THE CURTAIN.
ANY DAMAGE TO THE CURTAIN SHALL BE REPAIRED AS SPECIFIED.
3. IF THE CURTAIN HAS A DEEP SKIRT, IT CAN BE FURTHER PROTECTED BY RUNNING A SMALL BOAT ALONG ITS LENGTH ANCHOR
WITH A CREW INSTALLING FURLING LINES BEFORE ATTEMPTING TO REMOVE THE CURTAIN FROM THE WATER. * DISTANCE SHOWN IS VARIABLE AND SHOULD BE IN ACCORDANCE POINT, TYP
WITH MANUFACTURER'S RECOMMENDATIONS.
`SEAL !
i
o
of
0
o
0
ro
FIGURE 2 - PLAN
Sheet
h
o
FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
CGO02
Q
o
INDEX: 6 OF 18
t !1I:
1 2 3 4 5 6

1 2 1 3 4 1 5 1 6
e
Ile
..„.
BATTLESHIP NORTH CAROLINA•
TeArri
NORTII CAROLINA
\
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USS NORTH CAROLINA
EROSION & SEDIMENT
CONTROL PLAN
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CONSTRUCTION SEQUENCE NOTE:
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1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION SEE SHEETS CG001 AND CG002 FOR
CONFERENCE. EROSION AND SEDIMENT CONTROL DETAILS.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, DIVERSION BERMS, AND
TURBIDITY CURTAIN WHERE SPECIFIED.
3. INSTALL INLET PROTECTION ON ALL EXISTING STORM WATER INLETS.
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4. CLEAR AND GRUB THE SITE AS NEEDED. LEGEND
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5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED. —SF SILT FENCE
6. INSTALL UTILITIES. —TB TURBIDITY BARRIER
7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. \aWAI.V.V.V.V.V.1.. LIMITS OF DISTURBANCE
8. PERFORM FINE GRADING.
0 INLET PROTECTION
9. INSTALL ASPHALT PAVING AND/OR PERVIOUS STONE AREAS. 50' 0' 50' 100'
A
h
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 0 TREE PROTECTION — — '
SEAL
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GRAPHIC SCALE
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11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES.
Sheet
o
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN
THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
CG101
-
INDEX: 7 OF 18
ai
1 2 3 4 5 6

1 I 2 I 3 I 4 I 5 I 6
e
11.1
Ills
BATTLESHIP
■■.■i
BATTLESHIP NORTH CAROLINA
•
\\
EXISTING FLOATING
N
_ REMOVE APPROX 110' DOCK TO REMAIN
"'��
I� " -_ �_ _ OF EXISTING RIPRAP
E
— - e
IIIIIIIIII
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REMOVE APPROX 250'
OF EXISTING RIPRAP -
"sue
REMOVE APPROX 100'
WITHIN 5' OF MHW LINE REMOVE TIMBER RAMP �`';Y.yS�,IlIl:�s+'- "�
yh
ISSUED FOR PERMR
Detonation
OF EXISTING RIPRAP
WITHIN 5' OF MHW
,s
-a•'�
MOORING POINT TO . MHW MHW
-000
REMAIN, TYP (4 TOTAL) • ' r PID-RO490o 006 001 OLINA o %i °'�° t
R1S��t � Ri4 WO �_�_• • STATE OF NORTH OAR /1
De "vE wx 1 ,
II� STORE AND �S
��� �•���� :
REMOVE CONCRETE MAT BATTLESHIP ° N�z ° o y�
SHIP PER
PROPELLER PER
—
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- a o�iwemor °s �" ° '.��o, ��
REMOVE WOOD PILE OR �Iz sua a :°N. a6 g woEbb ' xd o •
CUT OFF AT WATERLINE ,•`�4�R' G,' °"""•'°i^ a��� ; \\
W" • i ���
OWNER'S DIRECTION
T
VE RASH
CANREMS TYP
(TOTAL 55)
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REMOVE CONCRETE c �- ,i#'" • 2-OAK TREES ON EASTERN13
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BLOCKS, SEE NOTE 1 o I' % •� :
JL / , I.1.1111 PI �I '• •I�q SIDE OF EXISTING A
/ k._ 1 PARKING LOT TO REMAIN
REMOVE AND STORE --- I-� ' ° s ,/ �, P � 1 Z, �� , ■ (TOTAL 10), TYP
CHAINLINK FENCE AS •--_- J ' ygq��♦, � r.W / ,.�►°r -•� 4044
DIRECTED BY OWNER a ' P♦ ® 4P 4l1 I \ y ®® =9►d91 ® , ®•>,
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• PVC PIPES, TYP '" �s • a ri,11110.0
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REMOVE AND 1••. -4 4 1 1 iCRASS ,L'f
• o ��,--' '`STORE LIGHT POLES - � fl' fiv � �� ��t i REMOVE TIMBER POSTNN
• °" tt 14), TYP ■ , •. - r AND CHAIN FENCING, TYP
D
113
LIVING WITH WATER -
USS NORTH CAROLINA
DEMOLITION PLAN
NEKOL; Saved: 8/8/2022 11: 21 AM by NMORGAN
(Y\OTAL •1 ■ o
A� y,�
1I11 sT w�p ..�` - �►47 � �� � : Z'�,, ®L.� �1 ��►� � r � , WATERFRONT
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SUBMITTERS NAME
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--_ _--S__ _— � _ — ARTILLERY FENCING, TYP, SEE NOTE 5 < d fly
2 Z
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NOTES: LEGEND
1. OWNER TO REMOVE CONCRETE BLOCKS ALONG SHORELINE PRIOR O,, TRASH CAN
TO CONSTRUCTION. LP
coo LIGHT POLE
2. REMOVE AND DISPOSE OF 36 LIVE OAK TREES AND 20 MYRTLE
0
TREES. w EXISTING MEAN HIGH WATER LINE
3. REMOVE 10,600 SY ASPHALT PARKING LOT AND CURBING. ® MOORING POINT
4. REMOVE AND STORE LIGHT POLES AND OVERHEAD LIGHTS. DEMO AREA (SEE NOTE 3)
5. REMOVE AND STORE 780 LF OF DECORATIVE ARTILLERY FENCING. TREE TO BE REMOVED (SEE NOTE 2)
50' 0' 50' 100'
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`SEAL !
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GRAPHIC SCALE
Sheet
Ln
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FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
D-101
Q
INDEX: 8 OF 18
t ! fi
1 2 I 3 I 4 I 5 I 6

1 I 2 3 I 4 I 5 I 6
e
momi
BATTLESHIP
BATTLESHIP NORTH CAROLINA
_. o.r..
zcrecz.
EXISTING w'
N
^•°°°°°•°
FLOATING DOCK
L i
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EXISTING MEAN
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R
SIDEWALKS
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PROPOSED MEAN Iii— -0.o --_ -
HIGH WATER LINE EXISTING ______ , - _ _
ADDED AEC LIFEWORK AND NOTES
ISSUED FOR PERMR
LOADING DOCK ___ ____ y. z. ��
UPLAND TRANSITION AREA =MHw— - MHW-- ©
BOARDWALK - — —MHw— °
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m' NEW CONC PATH _ �O
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c A,�- LOW MARSH TIDAL HIGH MARSH !_ CENTER
75' AEC " �. ':
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-
BUFFER,TYP —="'-_..,., r •
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DAL CREEK
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LIVING WITH WATER -
USS NORTH CAROLINA
OVERALL SITE PLAN
NEKOL; Saved: 8/8/2022 11: 22 AM by NMORGAN
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SUBMITTERS NAME
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gpPARENT r _ —__
_ _ _ STORMWATER PIPE TIE-IN
VEGETATED BERM AREA _ __ --------
TO EXISTING PIPE NETWORK
W
4700 FALLS OF THE NEUSE ROAD
,", SUITE 0
RALEIGH, NCO27609
moffatt & nlchol 919-781<626
NC FIRM LICENSE No. F-0105
_ __- o.„� _ _
---_ __-_� �, _---E---^•7_____ ENERGY RISER CONTROL PROPOSED
— DISSIPATION POOL STRUCTURE LANDSCAPING, TYP
_ -_� ---o-'--
- - - EXISTING WETLANDS
-
ASPHALT ENTRANCE ROAD, TYP TO REMAIN
- - PIPE TO CONVEY WATER
UNDERNEATH PARKING
LOT ENTRANCE
LEGEND:
—
-----MEW— PROPOSED MEAN HIGH WATER LINE
75' AEC LINE
o
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50' 0' 50' 100'
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GRAPHIC SCALE
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REVISION 1-2022-07-20
Sheet
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FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
C-101
Q
o
INDEX: 9 OF 18
5
t ..G..-
1 2 3 4 5 6

1 I 2 I 3 I 4 I 5 I 6
e
=
.. .
ran
-
BATTLESHIP
w,
N
OVPCE9
SHORELINE @ 6:1
L
E
LIVING SHORELINE @ 7:1 ID
E
1
LIVING SHORELINE @ 10:1 LIVING SHORELINE @ 16:1
s
ISSUED FOR PERMR
Desonotion
PID-R04700-006-001-000 °
LIVING SHORELINE @ 20:1 �` "'" _, e,
STATE OF NORTHC I NA ° O ..-
1 ••—• �•� _.._
i 4 BATTLESHIP FACILITY _ _
as DATTLESHIP ROAD NE ••_„_ _
^, , "
MH ;1�» i:�-- : _.._.._..�wes'�u+ioic�¢cscaw'—.._.._
"
o per 3oN,No r
. sua OL a HV�"";,;°" - IA. USE - "vruL exxremory �
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-13
LIVING WITH WATER -
USS NORTH CAROLINA
CIVIL GRADING AND
DRAINAGE PLAN
♦ I
, NEKOL; Saved: 8/8/2022 11:22 AM by NMORGAN
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SUBMITTERS NAME
MOFFATT & NICHOL
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SPHALT MENT\
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co
4700 FALLS OF THE NEUSE ROAD
,", SUITE 0
RALEIGH, NCO27609
moffatt & nlchol 919-781<626
NC FIRM LICENSE No. F-0105
:PR::
_.._.•/ / __ ,. »- _______COIRFIBERCHDAM
B__«�_-""--
----" - - - PROPOSED 30' BUFFER, TYP
- - - - PROPOSED MEAN HIGH 75' AEC BUFFER, TYP
WATER LINE, TYP
NOTES: LEGEND:
-
1. THE PROPOSED MAIN PARKING LOT WILL BE CONSTRUCTED AT A HIGHER -"' HW- PROPOSED MEAN HIGH WATER LINE
ELEVATION THAN THE EXISTING LOT TO REDUCE THE FREQUENCY OF
FLOODING. THE LOT GRADING IS DESIGNED WITH A HIGHER OUTER ---.-..- PROPOSED 30' BUFFER
/
PERIMETER (EL +6- FT) AND IS SLOPED TOWARDS THE CENTRAL
o
A
STORMWATER WETLAND. PARKING LOT GRADES ARE SHALLOW TO MAINTAIN
HIGHER PARKING LOT GRADES AS FEASIBLE FOR PROPER CONVEYANCE AT ---- 75' AEC LINE
HIGHEST ELEVATION REASONABLY POSSIBLE.
COIR FIBER CHECK DAM
2. TEMPORARY CHECK DAM DURING INSTALLATION, SEE SHEET CG001 FOR
DETAILS AND SHEET CG101 FOR DESCRIPTION AND SEQUENCING.
3. PERVIOUS STONE DESIGN FOR OVERFLOW PARKING LOT WILL BE
COORDINATED WITH NCDEQ. 50' 0' 50' 100'
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GRAPHIC SCALE
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FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
Reference No.
C-102
Q
-
o
INDEX: 10 OF 18
ai
t
1 2 3 4 5 6

1 I 2 I 3 I 4 I 5 I 6
—gaBATTLESHIP
...-.
. ■.■
N
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,I
E
NIPIIIIIIIPI
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STATE OF NORTH CAROLINA o �{ O
OnLTURAL FACllJ
axtt I, of \I BATTLESHIP ROAn NE
62
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USS NORTH CAROLINA
STORMWATER PLAN
NEKOL; Saved: 8/22/2022 6:15 PM by NMORGAN
POROUS PAVEMENT -_---
PARKING
AREA, SEE GRADING PLAN
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UST.5 NO' TH PAVEMENT
4700 FALLS OF THE NEUSE ROAD
„1, SUITE RALEIGH, NC 27609
moffatt & nichol 919-781r626
NC FIRM LICENSE No. F-0105
1
B
_____--"= - CONC PIPE W/ MITERED CONC m
B
--------- HEADWALL (5 TOTAL), TYP, SEE INF
PIPE OUTLET PROTECTION,
TYP SEE SHEET C-502
NOTES: LEGEND
1. THE PROJECT HAS BEEN DESIGNED TO RESULT IN A NET DECREASE IN
"""''
—
IMPERVIOUS AREA. A STORMWATER WETLAND ELEMENT HAS BEEN PROPOSED MEAN HIGH WATER LINE
INTEGRATED INTO PARKING LOT DESIGN TO TREAT STORMWATER PIPE OUTLET PROTECTION
RUNOFF. THE WETLAND DISCHARGES TO AN ENERGY DISSIPATING POOL g-^�'ry '
THAT FLOWS INTO A TIDAL CREEK.
A
COIR FIBER CHECK DAM
2. THE SPILLOVER PARKING WILL USE A POROUS PAVEMENT SYSTEM AND IS
CONSIDERED IMPERVIOUS IN CALCULATING CHANGE BETWEEN EXISTING
CONDITIONS AND PROPOSED SITE PLAN.
50' 0' 50' 100'
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REVISION 2-2022-08-23
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NOT TO BE USED FOR CONSTRUCTION
Reference No. Q
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C-103
INDEX: 11 OF 18 ,5
1 2 3 I 4 I 5 I 6

1 2 I 3 I 4 I 5 I 6
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Cl TYPICAL SECTION
C-103 GRAPHIC SCALE A
8 2
WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES
B
OVERFLOW
PARKING LOT
_
UPLAND TRANSITION
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TIDAL WETLAND
_
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Al TIDAL CREEK TYPICAL SECTION
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REVISION 1-2022-07-20
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Reference No.
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Q
INDEX: 12 OF 18
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4700 FALLS OF THE NEUSE ROAD
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moffatt & nlchol 919-781<626
NC FIRM LICENSE No. F-0105
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Reference No.
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INDEX: 13 OF 18
ai
1 2 3 4 5 6

1
2
3
4
5
6
A
io
GEOTEXTILE, TYP
EXISTING ROADWAY PROPOSED PARKING LOT ENTRYWAY
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7
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NOTES:
1.
1' MINIMUM COVER FROM TOP OF PIPE
TO BOTTOM OF FLEXIBLE PAVEMENT.
2. BOTTOM OF PIPE SHALL BE PLACED 1'
TO 2' ABOVE MLW.
p MLW -2.44
D1
C-103
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CONC
CONC PIPE W/ MITERED CONC
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GRAPHIC SCALE B
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8"AGGREGATE
BASE COURSE
4" DRAINAGE LAYER
GEOTEXTILE
GRAPHIC SCALE A
4" ASPHALT
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DUCKBILL VALVE
FRONT VIEW
HEADWALL WITH DUCKBILL VALVE
SCALE: NTS
HEADWALL
HEADWALL
TONGUE & GROOVE
PLAN VIEW
NOTE:
SIZE AND TYPE MAY CHANGE.
MITERED EDGE PIPE
SCALE: NTS
OPTIONAL
CONCRETE 4`
FOOTER
GRAPHIC SCALE B
6°
GRAPHIC SCALE A
REVISION 2-2022-08-23
FOR PERMIT
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
A
1/4
BATTLESHIP
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ADDED CULVERT TYPICAL SECTIO
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CIVIL DETAILS 1 OF 2
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SUBMITTERS NAME
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4
4700 FALLS OF THE NEUSE ROAD
„14 SUITE 300
RALEIGH. NC 27609
moffatt & nlchol 919-781-4626
NC FIRM LICENSE No. F-0105
SEAL
Sheet
Reference No.
C-501
1
2
3
4
5
6
INDEX: 14 OF 18

1 2 3 4 I 5 I 6
e
OBLIQUE VIEW 1/2" FILLED EXPANSION JOINT
VERTICAL CURB AND GUTTER /
-NI •
••!•■
CONTRACTION JOINT
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9N18
SECTION A -A SECTION B-B
WELDED WIRE MESHEWE
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NOTES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
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CLEARED AND PREPPED
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2. SANITARY SEWER CLEAN -OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY
APRON) SHALL BE CLASS "A" - 3,000 PSI.
NOTES:
1-REINFORCED SIDEWALK LOCATED BY ENGINEER.
2-ALL OTHER CITY OF WILMINGTON STANDARD SIDEWALK DETAILS APPLY.
3-WELDED WIRE MESH SHALL BE 6x6 W 4.0/4.0 AND FREE OF
OIL, DIRT DEFECTS AND PROTECTED FROM DAMAGE. WIRE
SPLICES SHALL OVERLAP 12 INCHES AND BE TIED TOGETHER AND
MEDIAN VERTICAL CURB
t2"
�sE COURSE
AND GUTTER VERTICAL CURB GRANITE CURB
112" 121
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5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
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USS NORTH CARO
CIVIL DETAILS 2 I
—
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING
CONDITIONS, OR NO GREATER THAN
THE SLOPE OF THE EXISTING ADJACENT ROAD.
'T
2"
NOTES: I EXPANSION
2. 50'
3 MINIMUM
4. CONCRETE
5. VERTCAL
R' R' YAY '� 1
�-12'-
VALLEY CURB HEADER
JOINT MATERIAL TO COMPLY WBH CURRENT
MAX EXPANSION JOINT SPACING, ID' MAX CONTRACTION
LENGTHIS 5 FT.
PSI
TOINSTALLATION D MIN
CURB AND GUTTER BASE CAN BE SLOPED
-
ACE REUTE APSE COURSE
CURB
NCDOT STANDARDS
JOINT SPACING
3/4" OR USE A FLAT BASE
STANDARD DETAIL
CITY OF
STANDARD DETAIL
AV OF
STANDARD DETAIL
DATE: OCTOBER,2010
GTON
DATE: NOVEMBER, 201 I
/'�
DATE: AUGUST,2011
�GTTON
DRAWN: P&15R
NORTH CAROLINA
DRAWN BY ISO
REINFORCED
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN: PBBSR
UING
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
CHECKED: DEC
CC TT
SIDEWALK
CITY OF 1810 WILMINGTON ENGINEERING
PO BOX 1810
CHECKED BY BDR, P.E.
SIDEWALK
WILMINGTON IN.C. 28402
DEC
I.URUIIV V
C
PO BOX 1810
WILMINGTON N.C. 28402
SCALE NOT TO SCALE
WILMINGTON N.C. 28402C
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Sheet
Reference No.
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SCALE NOT TO SCALE
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FOR PERMIT
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ISSUED: 2022-06-22
C-502
NOT TO BE USED FOR CONSTRUCTION
o
INDEX: 15 OF 18
1 2 3 4 5 6

1 I 2 I 3 I 4 I 5 I 6
N
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Ca
BATTLESHIP
N NEN
HIGH MARSH UPLAND TRANSITION
TIDAL WETLAND
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NOTES: LEGEND
as-
o..
1. PROPOSED PLANT SCHEDULE INDICATES PLANTS
LOW MARSH TIDAL
PLANT SCHEDULE
PLANT SCHEDULE
.-
I 1:2
1.
-&-
-
THAT MAY BE USED IN THE FINAL LANDSCAPE
--t.- --.- -I WETLAND PLANTS
a
DESIGN.=---=‘,.1
SCIENTIFIC NAME COMMON NAME
SCIENTIFIC NAME COMMON NAME
Z3
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HIGH MARSH TIDAL
TIDAL WETLAND
UPLAND TRANSITION
E
-12
2. PRELIMINARY PLANTING PLAN IS PROVIDED IN
WETLAND PLANTS
SEPARATE ATTACHMENT. ------=
SPARTINA ALTERNIFLORA
SMOOTH CORDGRASS
BACCHARIS HALIMIFOL
SILVERLING, GROUNDSEL TREE
1
JUNCUS ROEMERIANUS
BLACK NEEDLE RUSH
HELIANTHUS ANGUSTIFOLIUS
SWAMP SUNFLOWER
- - -
•• •• •• ••
UPLAND TRANSITIONco
PLANTS
SYMPHYOTRICHUM TENUIFOLIUM
SALTMARSH ASTER
SOLIDAGO MEXICANA
SEASIDE GOLDENROD
1'
DISTICHLIS SPICATA
SALTGRASS
EUSTACHYS PETRAEA
DUNE FINGERGRASS
7
1
TREES
SPARTINA PATENS
SALTMEADOW CORDGRASS
p
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BORRICHIA FRUTESCENS
SEASIDE TANSY, OXEYE
c ,
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BOLBOSCHOENUS ROBUSTUS
SALTMARSH BULRUSH
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SPARTINA CYNOSUROIDES
BIG CORDGRASS
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STORMWATER WETLAND
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JUNCUS EFFUSUS
SOFT RUSH
REVISION 1 -2022-07-20
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SWAMP ROSEMALLOW
FOR PERMIT
Reference No
7
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ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
LP1 01
INDEX: 16 OF 18
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ISSUED: 2022-06-22
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Reference No.
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INDEX: 17 OF 18
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1 I 2 I 3 I 4 I 5 I 6
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FOR PERMIT
Reference No.
8-101 SCALE: NTS S-101 GRAPHIC SCALE A
ISSUED: 2022-06-22
NOT TO BE USED FOR CONSTRUCTION
S-501
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INDEX: 18 OF 18
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1 I 2 I 3 I 4 I 5 I 6