20061910 Ver 1_CAMA Application_20061211

~~~
~~~.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
p ~, ,.,3~ ,~;1
December 8, 2006 ~ ~~~ ~'
2006 18 1p ,.. :~°
MEMORANDUM: Dt~- ~ ~ ~+~ub
TO: Cyndi Karoly, Supervisor q ~;~t,"Gi~a~ ~k'~riaRa~H
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA /Dredge & Fill .Permit Application Review
Applicant: City of Wilmington, Hilton Bulkhead
Project Location: 301 Front Street, adjacent to the Cape Fear River, in Wilmington, New
Hanover County
Proposed Project: construction of a bulkhead waterward of the existing bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by December 30, 2006. If you have any questions regarding the proposed project,
please contact Robb Mairs at [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal OppoRunity t Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Wilmington, Hilton Bulkhead
2. LOCATION OF PROJECT SITE: 301 Front Street adjacent to the Cape Fear River, in Wilmington, New
Hanover County.
Photo Index - 2006: 204-665: N,M-8,9 2000: 204-211:-M-7,8,9 1995: 14-153: N-22,23,24
State Plane Coordinates - X: 2317398 Y: 178235
Latitude: 34°14'19.90668"N Longitude: 77°57'05.50765"W
3. INVESTIGATION TYPE: CAMA/D & F ROVER FII,E # - 0-112118A
4. INVESTIGATIVE 1':'.OCEDURE: Dates ot'Site Visit- 11-21-06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11-16-06
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -New Hanover County
Land Classification From LUP -Conservation (Open Water Area), Developed (Highground)
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public/Commercial
(E) Wastewater Treatment: Existing -Municipal
Planned - N/A
(F') Type of Skructures: Existing -Bulkhead landing, Riverwalk, platform and floating docks
Planned -New bulkhead and replacement of Riverwalk section
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
8.
(A) Vegetated Wetlands
(B)Non-Vegetated Wetlands
(O en water)
1200 s . ft.
(C) Other (Highground) 12,000 sq. ft.
(D) Total Area Disturbed: 13,200 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant proposes the construction of a new bulkhead waterward of existing
failing bulkhead located at the Wilmington Hilton and Rive?-walk, adjacent to the Cape Fear River.
b
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

City of Wilmington, Hilton Bulkhead
Paae 2
9.
10.
PROJECT DESCRIPTION:
The project site is located at 301 North Front Street next to the Wilmington Hilton and Riverwalk, adjacent to the
Cape Fear River. The site is located within the Wilmington city limits, in New Hanover County. To locate the
property travel east towards Wilmington from the US Highway 74/76 Memorial Bridge, over the Cape Fear River.
At the first light, tum left onto 3`d Street and continue to head north until you reach Market Street (US HWY 17).
Turn left onto to Market Street and continue heading west until you reach Water Street. Turn right onto Water
Street and travel approximately 0.1 miles until you reach the property of interest on the left located at the
Wilmington Hilton. The 0.3-acre tract is located waterward of the hotel and its associated parking areas and
amenities located on the property. ,The property averages 6 feet above Mean Sea Level (MSL). The project area i>f
the property is located on the southern end with approximately 600 linear feet of shoreline along the Cape Fear
River. Existing structures on the landing consists of a section of the Wilmington Riverwalk, platform, bulkhead
and the City's floating docks (See Sheet A 1 of 2). Upland vegetation consists of ornamental landscaping and lawn
grass. There are currently no coastal wetlands located at this location of the property; however, there is an area of
coastal wetlands waterward of the existing bulkhead located on the northern end of the property, which is not
within the project area. Vegetation consists primarily of Smooth Cordgrass (Spartina altern~ora).
The New Hanover Land Use Plan classifies adjacent waters as Conservation, and the adjacent high ground portion
of the project area as Developed. The waters of the Cape Fear River are classified SC by the Division of Water
Quality. They are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they
are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes the construction of a new bulkhead waterward of existing, failing bulkhead located at the
Wilmington Hilton and Riverwalk, adjacent to the Cape Fear River. The existing section of the Riverwalk and
floating docks within the project area would be temporarily removed during the construction process for the new
bulkhead. The proposed new steel bulkhead would be constructed 2' waterward of the existing. failing bulkhead
along the 600 linear feet section of the shoreline. The application states that the new bulkhead would be reinforced
with helical anchor tieback system and some locations a steel H-pile batter pile frame placed in front of the existing
system (See Sheet S 1 of 2). The application also states that the existing Riverwalk would be rebuilt within its
original location in place of the existing bulkhead with new exterior lighting.
ANTICIPATED IMPACTS:
The proposed new bulkhead would incorporate approximately 1200 sq. ft. of Estuarine Waters and Public Trust Area.
The project would result in the disturbance of approximately 12,000 sq. ft. of highground area as a result of the
bulkhead back fill and installation of the tie-back/anchor system. The replacement of the existing floating docks and
platform, once construction ofthe new bulkhead has been completed, would conform with the 1/4 rule and not extend
into the USACE Harbor Line, as proposed.
Submitted by: Robb Mairs Date: 12/07/2006 Office: Wilmington

(TUE)CiEJ ., 20ub 12[54ISf. lt: S3/Nu. 75000lJUtu1 FV <
Project Narrative:
An existing steel bulkhead in front of the Hilton Hotel on Front Street in Wilmington is
failing. It is extremely important that this bulkhead be reinforced and replaced using a
new epoxy coated steel bulkhead consisting of a combination of helical anchor tie-back
system and in some locations a steel H-pile batter pile frame placed in front of the
existing system. There is the possibility of a sudden failure and its replacement is
urgently needed. The entire length of the bulkhead is 600 feet.
A new timber "Riverwalk" would be re-built in the place of the existing wall with
exterior lighting.
REC~IV`U
DCM WILMI~~~Tnr~, NC.
DEC 0 5 2006

Form DCM-MP-1
24061910
~~~~~ PLICATI R~c~~v~fl
ON~~~,,v~ii~.~~-,~~~G~~~, N~
r~k ~ 1 ~ ZQQ6
(To be completed by all applicants) t'~C" ~' 1 ~ 2UOt~
~pN.4 ANA 3'c Mw Z~R~~H
'~ b. City, town commu ity or landmark
l ~I')71/1
1. APPLICANT
a. Landowner:
Name ~ 1
Address .~~ ~,j'1e~I'i1GC J'(((~~
City ~ IYII State ~C
Zip ~~ ( Day Phone _ 1 ~ i ~~ 3-1(-1 ~ ~ ~
Fax
Authorized Agent: '~ 1s
Name Y vC~'I
Address _~~• ~)( ~~/~
Street addr s or s nd~ry road nu ber
_ 301 ~a~-~1'I~~o-~t S~'tCC~
d. IS proposed work within city limits or planning
jurisdiction? / y~ No
e. Name of body of w er nearest p oject (e.g. river,
creek, sound, bay) ~aA° ~~r ~V(,f
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a.
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
ez vation and/o fill' g activities.
[a 'n 'S
1
~~ ~ u
City 1~YYlln /) State NC
Zip ~ ~.3 Day Phone ~ I ~d J3~ ~ ~ JU77 b
Fax ~9ro ),.3q-I ~ 5881
c. Project name (if any) YVI 1N11 .~'~U17
d
NOTE: Penrdt wi111x issued in name of Jmsdowner(s), mid/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
a. County f V~W ~l n~1'1 Q~~/1~
IS the proposed activity maintenance of an existing
project, new work, or both? 'f30~f{'1
c. Will the~rojed be for public, private or commercial
use? _ UbliC
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
ditional pages.
~ 0~1 Srhr1 1
s ail sf~ h r
'n
k 1 k,~!
Revised Q3/95

Form DCM-MP-1
RECEIVED
DCM VVILMlNGTQN, NC
NO~~ 1 6 2006
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
a. Size of entire tract 1~-1-'~' X ~~~ ~-~-
b. Size of individual lot(s)
c. Approximate elevation of tract .above MHW or
NwL L.o
d. Soil type(s) and textures} of tract
(.Dose sa r,r~ , r;~ - ra p ~ mu c1C
e. Vegetation on tract _ l~OYI~
f. Man-made features now on tract ~ ~
Di~l3
g. What is the CAMA Land Use Plan land
classification of the site? (Con:ulr tJu ro~ri tmd,~e pim,.J
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
L~N~RA~ (jvSlNrSI ~ISi~~cT
i. Is the proposed project consistent with the applicable
zoning? 1/ Yes No
(Attach zoning rnrnpliance c~rrificate, if applia~blaJ
j. Has a professional archaeological assessment been
done for the tract? Yes v' No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes / No
1. Are there wetlands on the site? / Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted? , ~~y _
(Attach doatmauation, if ati+ailabkJ
n.. Describe Location and type of dischazges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
S'ur _ r ay~o~
o. Describe ezis~ng drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only} or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other lazger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regazding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95

Form t~CiYI-c~li'-i
site. include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name ~.,~• COas'f" C)t~(~!(~
Address ~ 09 tilorrl, lnlia~er Str'ee-1"
Phone (9ie> $IS- 45Z~
Name ( rM~t. ~ e
Address 1 OMN~
~'~one ~
Name 1 ~1titl /) ~ f'f'OV+ ~e
AddressJOI 0
Phone X910) 7b 3 -5900
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
~ 149 - 9P~
• A check for 5250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C,G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained +n the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted ~in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
pernut application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 3 ril day of ~ eve. ~c,~f9~-- ?o` ~
Print Name ,4v i D t. C o ~,.~ t; ~ ~ ~ C
S ignatur
Ita~downer or Autlwrtzed .!gent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3
DCM MP-4 Upland Development
Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-b Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottone of each form.
R~CEjVE3
DCM WILMINGTON. NC
NOti' 1 ~ 2006
Revised b3/95

Form DCM-MP-2
EXCAVATION
AND FILL
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete atl
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Avenge Final
Eristlag Project
Leagth Width Depth Depth
Access
channel
(ML~4j or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock

N
Ap
~A
breakwater

Other
(Excluding
shon:line
stabilization)
1. EXCAVATION
a. Amount of material to be excav~~a,t,ed from below
MHW or NWL in cubic yards /~NU~(r
b. Type of material to be excavated 011
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic ve,Setation
(SAVs) or other wetlands? Yes v No
d. Highground excavation in cubic yards ~,0+~1~
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area /J
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? NN
R~CEIVE~
DCM NIILiv11NGTGN. NC
NOV X 6 2006
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type gf shoreline stabilization
e. Shoreline eros on during preceding 12 months
~~ ~
(Source of information)
Bulkhead Riprap
b. Length ~1,~-~~'
c. Average distance waterward of MHW or NWL
Z'
d. Maximum distance waterward of MHW or NWL
Z'
f. Type of bulkhead or riprap material
s•~eLt Shred- n;ICS
-count of fill in cubic yards to be placed below
,- _~er level
(1) Riprap _
(2) Bulkhead backfill h0 Cy
h. Type of fill material N • C • DoT
Class ~- .+o- ca Q
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will ftll material be brought to site?
,/ Yes No
If yes,
(I) Amount of material to be placed in the
water ~f50
(2) Dimensions of fill area (nOQ IC 12 X~
(3) Purpose of fill ~;~f 1 f Ze,
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes / No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
W~-!1n ne ~ bu t Khta
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?~~ ~a~~ bae~hoe
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes _~ No
If yes, explain steps that will be taken to lessen
environmental impacts.
C +T~ of '-'JJLrh ~rjGTol~l
NI ~r~~ ~ ~ucNFr~~ ~t P~12
- - t Or Project Name D,~,,1 D C . Ca ~+ E < < ~ PE
~ ,~~ (rr~ISTR~cTi~~ ~'L4N.44~i't-
Signature
I) a3 d~ r-nr- Jr-T
Date ~ ~- ~-- : `,. ~ 1
C~CM WILMINGTON, NC
NOV 1 6 2006
Rev'~sed 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for,CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed ,~yJ ln/a0[~ WdIIC.hIa~/
fio rwia ~x'~~ ;.
b. Number of lots or parcels
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes _~ No
If yes, date submitted
Describe propos ~ ~thod of sewage disposal.
j. Have the facilities described in Item i, above
c. Density {give the number~gf~esidential units and the received state or local approval?
units per acre) ! V//-t (Atrnch appropriate documentation)
--r
d. Size of area to be graded, fill or disturbed
including roads, ditches, etc.
e. If the proposed project will disturb more than one
acre of ]and, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concretJ~~ to be used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL,, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to used for
vehicular driveways or parking.
Revised 03/95
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and res'dential discharges).
1. Describe proposed drinking water supply source
. (e.g. well, Comm K~Q° public system, etc.)
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
C. r~ a F w i t r1 t~/GT~t~
Nl~,-J,~ Bv~Kf-(~~~ IZFI~}~2
or~rejs t amp D,4 vt D ~- , Ca ~ £~ ~ PE
~.'crtSTlivcTron/ /Y1.9,~/.+GgZ,
signature
I l ~0 3~d 6 ~ ~ ~ ~-- ; ~~ E I]
~`~ DCM WILMINGTON, NC
NOU 1 6 2006
Yes No

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major e. Mooring buoys N~i~
Permit, Form DCM-MP-I. Be sure to complete all (1) _ Commercial _Communit
y _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. ~ (3) Description of buoy
(Color, inscription, siae, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community _ Private
(2) Number (C'ux- ~': 2Xi3}~ ~a~d~+
~
(3) Length (4) Width of water body
(4) Width (S) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes No shoreline
(i) Number

(ii) Length ) ~~~
f. Mooring structure (boatlift, mooring pilings, etc.
(iii) Width (1) _ Commercial -Community _ Private
(6} Platform(s) Yes No (2) Number
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(7) Number of slips proposed g. Other ~ctv< ~o,nplru description)
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(]0) Water depth at waterward end of pier at
MLW or NWL

b. Boathouse (including covered lifts) N A C~rY C(= W~Lw1~A/GTa~

(1) Commercial Private IL ~N 8~'~-KNf~~ ~'p~l ~2
N r
(2) Length
(3) Width Ap 'ect
n4vip E. Cc,,rF~ ~ Pc
~
c. Groin (e.g. wcod, sheetpile, etc.) r( ~~ signatw~
(1) Number
] I 0 3~ 6
(2) Length(s)
II
d. Breakwater (e.g. wood, sheetpile, etc.) NI~. Hate
(1) Length
(2) Average distance from MHW, NWL or
wetlands REC~lVE~
(3) Maximum distance beyond MHW, NWL or DCM N/ILMINGTON
NC
wetlands ,
~.~~~/ X ~ %~~F
Revised 03/95
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1. 0 - APPRO%IIMTE BORING LOG11(NJS
NEW HILTON BULKHEAD
CITY OF WILMINGTON
2006
DRAWING INDEX
D1 -DEMOLITION PLAN
C1 -NEW BULKHEAD SffE PLAN
C2 -NEW BULKHEAD SITE PLAN
S1 -SECTIONS & DETAILS
S2 -SECTIONS & DETAILS
At - RIVERWALK PLAN
A2 - RIVERWAIK FRAMING PLAN
& RAILING DETAILS
Et -ELECTRICAL NOTES, LEGEND,
SCHEDULES, DETAILS
E2 -ELECTRICAL PUN
E3 -ELECTRICAL PUN
Pt - PLUL4BING UYOUT PUN
GENERAL NOTES:
1. REMOVE AS REQUIRED THE 'RNERWNX' IN ORDER i0 INSTALL
7HE NEW BULHNEAD k nE-BApI SYSTEM, DEFOSR OFF-SITE.
2. EXIS'fINC PT 11MBfA TENDER PILES CAN REMMN, INCWDINC
THE RDAnNC DOCK PLIES.
3, THE COIVIRACTOR SHN.L VISR THE SRE TO DETERMINE THE TYPE
OF CONSTRUCnON OF THE EXISTING WP1H PRIOR TO BIDDING.
rxaeQBUE~eL_cros~mums
I. DUPING CONSIHUC110N, THE CONTRACTOR SHALL CONDUCT fR
DPERAnONS IN SUCH A NAE7IEA TO PREVEM OR REDUCE i0 A
MINIMUM ANY DAMAGE TO THE HARBOR FROM POLLURON BY
DEBRIS, SE171MFNT IX7 On1ER FOREIGN MITEAIAI, OA FROM THE
MANIPUUnON OF EQUIPMENT MID 1R MATERALS M OR NEAR
THE RIVER, HE SH4ll NO7 RETU DIRECTLY TO THE RNER
ANY WATER WHICH WILL CWSE THE HARBOR TO BECOME
POLLUIFD WITH SILT, CEMENT, OIL. OR OniER IMPURIPEB,
2 DURING REMOVAL OPETUnONS, THE CONTRACTOR SHAT NOT BE
ALLOWED TD DROP WASTE CONCRETE DEBPoS AND OWNER MATERIAL
m THE AREA Baow aR ADJACFIR To THE wwvtf
PUhURMS, NETS. SCREENS OA 0111ER PR01ECiRE DENCES
SMALL RE U$.D TO CATCH THE ANTERML IF THE ENGINEER
DETERMINES THAT AOEOl4TE PROTECTNE DLIACES ARE NOT
BFJNG EMPLOYED, THE WOPK SHALL BE SUSPENDED UNRL
ADEQUATE PROTECTION IS FRONDED.
O u mON NOlES~
1. DEMOU110N SMAll CONSIST OF COMPLETELY REMONNG THE nMBEA
WALCWAY INCLUDING ALL PNNG !5 REQUIRED TD CONSTRUCT
NEW BULKHEAD.
2. THE USeBIE DECK IUTEAML SHALL BE DEIJYERED OfF SRE OR
TO THE OWNER AT OWNER'S OPTION.
7. WHE CONTRACTOR SHALL EXAMINE AND VERIFY IN nlE f1EID
ALL EXImNG ANO GNEN CONOJTIOl15 ANO DIUENS10NS SHOWN
IN THE PUNS If FlEID CONgTI0N5 AND DIMENSIONS
pFFER FROM THOSE SHOWN ON 1NE PUNS 1HE CONTRACTOR
SHALL NOnfY THE ENGINEER IN WRRING.
4. BARRICADES SHPi1 BE ERECIEO TD PREVENT ACCESS N THE SIWF ANO
PFDESi7NN IAAFFIC IS 10 BE pRECTFD MOlNO 7HE HILTON ON TO
WATER STREET WffH SICNIGE AS APPROam B/ THE CITY ENGINEER.
5. ERECT &APoCADES ON NOflfM ANO SOUR( SIDE OF CONSTRJCnON AS
NECESSARi TO PREVENT ACCESS BY THE PUBUC.
G RESTORE All DMIAGED UNDBCAPE AREAS INCWOING OAMACE TO
CURETS, PAVEMENT, OR ORDER Gl-SITE R4A5.
F70OD PLAIN INVOLVEMEM:
1. °DEVELOPMENT WHICH WEL T1XE PEACE WITHIN 7HE I1MT15 OF THE
IW-YEAR ROOD PUN AT EIfVARpi 7000 LS DESIGNED W
ACCORDPNCE WTRI THE REOUTREMENIS OF E%ECUINE ORDER 12J,
UNIFORM FLOOD THIN MANAGEIAENT POUCY.
Imam crRNrrc
L CONTRACTOR TO TEMPoRMtILY REMOVE l1TBltt SER/ICES DURING
CONSIRUCnON OF BUU(HFAD AND PEPUCE /RESTORE ARER
coNSrRUCnoN Is coMPIFTE.
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~ NEW BULKHEAD SITE PLAN
I' t 20'-0'
II FfFND
I, x -15.75 - INDIGTE$ SOUNOMGS REUTNE 1o MFAN SFA IE1~EL (NCYD29 DATUM).
2. x (-14.45) -INDICATES SOUNOMIGS REUTNE TO NFAN LOW WATER.
3. x 6.15 - INDIGTES TOPO ELEVATION REIAifvE TO NFAN SFA IEVFl.
4. RENCHNARKS LOCATED ALONG RNERWAU.
/`GA1v. MSS wAlER
/ EPOXY COATED STEEL
~SHEEf PILES
EPOXY COATED HP14
VERRCAI PlE 0 11'-0' O.C.
CAIV. XENpL ANCHORS 0 5'-9' D.C.
EPOXY COATED HP8
VERIIC/,L PIE 0 11'-0' D.G.
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TOPO & SOUNDINGS BY
ARNOLD W. CARSON PLS PC
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EPOXY COATED HP14 4
RATTER PIE 0 3'-8' O.C.
GALV. HS5 WRIER - -; ~r~ai rl' }
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SHEET PRFS 1 '- NTL - 2 29'
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VfRRCAL PILE 0 5'-S' O.C. ___ NLW = 0.15'
D ___MILW = OAD'
EPOXY COATED HPB
VERIICA PILE 0 11'-0' D G 4^~ I
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DRWN. JIR
DATE 09/01/00
SLAG '.
C1
OF 2

TOPO & SOUNDINGS BY
rrNmeL Hmrc
ARNOLD W. CARSON PLS PC -- - -
x -38.81 nFCr.N.
1. DESIGN uvE LOADS: BoumwAix loo PSF suFCHARGE 1oD PsF
x -39.26 o
2. CONTRACTOR 10 4ERIFY ALL DIMENSIONS AND DETAILS Ai JOB SRE.
rc
x -39.12 X -37.80 7. U.N.O. MFANS 'UNLESS NOTED OTHEIM'ISE'.
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x _39.66 x -37.55 /. Pll SPECIFlCA710NS REFER TO UTESi EDInON,
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ACT
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x -39.59 x -38.06
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36 fi. THE CONTACTOR $HNl PPOYIDE ADEWATE 1EMPORARY BRACING ~
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% -41,76
X -38.34
x
36
99 ANO SHORING °F BUIxXEADS AGAINST WIND. WATER, CONSTRUCTION
LOMS AND OTHER TEMPORARY FIXiC6 UMIL SUCH PROIECnON
IS NO COMBER REQUIRm °R UNill WORN IS COIAPLEfED
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x -41.66 x -37.10 I
/ x 32 rZ3 ~ x -23
02 wALERS: Asw cRwE B.
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x -43
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/ 2 WELDING ELECTRODES - E-70 SERIES. .
% _40.96
x -38.45 / k -33-09
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X 24.71
S ALL STRUCURAL STEE1 SHALL BE PAINTED W/nJEMEC SYSTEM 70-1 DR
x -44,01
% -41
87 ,
/ I AN MPRWED EWNALEM. PANTED $URfACES SWtLL BE CLEANED TO
. x -38.79 '
/ x -32'12 % -25
43 I WNIIE METAL IN ACCORDANCE WRN SSPC-SP1D ANO SPI1.1. FlELD PRIM
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ES TO BE PAINfm

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MINIMUM DISTANCE OF 10'-0" BE101Y MSL

x -4D
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x -25.59 X. -14.96.
/ 1. All OTHER STRUCTURAL SrEE4 BOLTS AND FfTTING$ HOT DIPPED GALV.
.
X -42'20 X -4D lg ~
z AFTER FABRICATION PER ASiM A15} INCLUDING HS$ WALERS.
.
/
-36.22 ~ x -23.00
X -15 65
% -36.43 x -40 Ol _ / 5. SHEET PILES SMALL BE JETTED/ORNEN AS SHOWN ON PUNS.
x -40.x3
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x -36.14 x -38.14 E
x -39.08 q N
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x -1587
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41 HFIIni AurHnAc

1. HEIJCA ANCHORS SHALL BE A.B. CHANCE ANO HOT DIPPED GALV.
2
c x -35.94 R L/
x -35
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x -13.67 x 7 78
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x -38.14 x -34.41 ~ AR /
x
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82 x -23.94 x -15,68
x 8 95
x.. -
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B. DESIGN BAPACm =SEE PLANS.

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x -38
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x -2a.44
x -16.05 x -g 3D
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~ 1. PIER/DOCK 1UTERLAL
x -1x.63

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x -34.45 x -33
21
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+ x -11.36 x -6.81
-x -4
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x 11
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x -3
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x -8.04 x -5,43 I
x -3 94
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/ x -27.96
1 I
x -18.64 x -11
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x -33.8i
~ /'x -30.51 ~~' ~s x -27.20
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x -21.0
q' X -11 s2 x -5.05 x 3 qp
X -3 ~
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AWPA STD
S.Y.PINE GRADE SURFACE MOISTURE AND CG
CGNIEM R NnON
POSTS N0.1 545 ADAT KDAT19 C2 0.10)
DECKING N0. 1 515 ADAT/KDAT19 C2(0.6)
OR OPnON
a6 ~' cauros~ oTCNINc
sTRINCERS Not us szE s-DRY Ts cz aeDs
SPLRCAP N0. t (6x10) 52E/ 5-DRY 19 C2/CiB(0.6)
OR OPRON: ROUGH
N0. Z DFNSE 4x12
CRO55 BFACE MARINE NO. ROUGH 5-0RY 19 C2/C18(2.5)
/ND z
~ ~ ~ x -8.30 x - x -3.35
% -32.81 / 1~ -30'14 x -25.96 x -21 74 li 5 D4 .• x 3 66 2 A11 HARDWARE AND NNL$ SHALL BE HOT DIP GALVANIZm (ASIM 153) UNLF55
`1+ j x -12.00 , x -7.96 I ''.. NOTED OTHERWISE USE CUT WASHERS UNDER A.L PoLi MFN)S 4N0 NUTS.
(-20.4) 10 7 % -5.07 x _3 39 NAIL 512ES AND NUMBER ME NOT SHOWN. VSE ACCORDING TO GOOD CARPFNiRY
/ z -32.17 x -26.23 5-0~ ~ ~ (- ) (-fi.7) '. x 7280 k1-3.15 PRACTICE usE coMMON Mats oNLr.
/ .1 ~~H x -22.51 x -1~ 12 x -8.20 (-3.8) (2 t ..
/ X -32.59 B (-21.2) (-11 6 % -5.16 x 2 ~ ~ (t-1 ~) (-1'g) B. PROVIDE TREATMEM CERnFlCAlES ON AIL LUMBER BY AN INDFPENDEM 3RD PARTY
x -27.91 ~x -21.78 ~ ) (-6.9) (-3.9) _ 1 7) --> _z-_- x 233 h. ~ -4.02, INSPECTOR AWPB OR SPIB APPROVED AND SUBJECT TO APPROVAL BY ENGINEER.
20.5 x -4.85 - e f
BID x -15.26 x -7.53 ff (,1.0) 4. aLL wooD MATERULS srtuL HavE RECD curs TREATED wITH KOPPE9TS /so.
x -31.75 x -29-81 x -20.88 ( ~ ) (-14-0) yy 6.4) (-6.2 X -2.87 ~~ ~ I ~ I ( 2.7) ,
X -16.sa G F- xfi) (-3.6) (-l.s) ,~,~ ~ ,~,~; x +1.s7, I `. I
' % 7 74 ,PA;ti 5. COUNTER SINN BOLTS HFADS WHERE EXPOSED ON OUTBOARD FACE OF PIER.
(-19,6) S1 15.2 `' 6x x -1.97 x -2.97 ,~ Mn h ~ (-0.5)
x -3o-ao ~~ ~ x -21.26 (- ) (-7.1) ,,. x -1.04 I
BUS x -16.67 X -8.4 OG ~T~ (-0.7) (-1'7)~U ~r (+0.3 x -O.SSL ~ P r ~ 6. USE O.G. WASHER OA I/1' HFAVY PUTE WASHERS UNDER ALL BOLTS AND NU15.
~ 20.0 _ C~,~O.' x -2.51 ) (+0.8)
x -30.89 '~E x -23.66 ( ) (-154) (-6'3) +tie, (-1.2) x 6.11 I I ~ 7. scREw DscX To Jo~srs vmN sruNLLSS srEet scREws.
x -15.71
x -7.6 1 ~ ___ __ I In' -
(-22.4) (-14.4) (-7.3) -~- -_ :~ -~ _ - a 4 -. -. GfnTFr.HNlru INw'STr_nON
x -25.48 1 x -14.29 x -8.6 . ' :I .= -..;? .~ -u _ -
{L LI H Tl ~ I 111 ~ t FOR RLE LD/D1NG @ OMER INFOAMAnON ffE SkME REPORT X1061-06-117
x -26.56 (-2a.2) (-13.0) (-6-1) ~~ erns F ~, ~ ~, ~ 11 e ° `_ I . ', --~ I - I DATm MAV So, zoos.
(-25.3) x -15.63 x -Z4 ~°- "`~ --'~ ~~ _ _~ I -'~ '~ , ~1~~ ~ I ~ 1 a
(-14.3) (-5.5) ~ 1 I 'i' V I ~ ~~ ~P ~ cEUEa~1-
x -78.76 1 ~ ~ ' j~ 1 DRIVE/JET/SPUD/DRILi PLIES AS NECESSARY TO REACH NININU4
x -6.8 ~ I~° SINK MOTE - FlLL WTM I e' k L itl :~ ~ I PENETRAnON AS SHOWN ON DRAWINGS AND AS NECESSARY TO
(-17.5) caul, sE~cr nu ~ ~I E~ IrF L+u HFAC r A I I I I~ I
(-6 7 to
x -20.29 1 ~ f t~Ti o I rcn, DPJ r ~ ~ ~ it ~ ] oMA>H DESIGN cAPACm uslNC oN uPROV~
(_19.0) I- d NL SEC .L.. I (nl; ,I V I - I AATm H4/MER AS REOUIRm BY iME N.C. STATE BUILDING CODE.
(-9 1 RING LOC4RON NEW NCDOT C1A55 2 PIP-RAP, TYP. I I I 2. THE OWNQ7 5 RESPONSI@.E FOR RETNMNC THE GEOTECHNICAL
1 i0 B-2 i ___ -I COMPANY OF RECORD TO LDG ANO INSPECT THE INSTAllARON
(-lO r -----y' ~ I J ~ ~ ! OF ALL PB1NG AND UPON COMDLtTION OF THE
_ I~ RLE DRNINC OPEFAnON TO ISSUE a CERnFIGT10N BY THE
I _ I GEDTECHNICAL ENGINEER OF RECORD THAT RUNG HA5 BEEN
(- 2 ~~ ~ _~y ---mow. E,<I 1_ I ( ~' ~17r ~ Y J i_i.'1l ~ I - 1 II INSTALLED IN ACCORDANCE WRN THE DESIGN AS REQUIRED
Pm~ ~ - 7 ':LILT 9 c ~ BY THE BUILgNG CODE
- r1'1,;,C SIF21 RL1NC -SEE PUN FIXt LENGTH
1 `'' I ' ''I ~ NEW BULKHEAD SITE PLAN ~ ~ I T~~ ' ~;~~ 72~GRA1~DE50°A°A 92ffC~RNE oN`~,o c°APAGm,
--- . 3O TONS UPLIFT, AND MIN. PENETRATNIN.
- ~ , ,-- I
\ ~ ~ ~ ~ ~ 1' ' 20'-0' ~ `. MIN
,I, ~ iii
-- ~ III r~ ~~ ~~ ~/ F PIY A J 0 ~ ~ ~ 2. ALL SIRUCNRAI STEEL PILING 5H41 BE PANED WTM 7NETAEC SYSTEM 16H 413
~ J °R AN APPROYID EOUNAlENi PLANTED SURFACES SHALL BE CLEANED TO
I 1 ~ ~ - / ~ ~ ~ / 1~ E r BU 1 HE C ~^11
F TNG T)P1+1 D IIJ WHILE METAL IN ACCORDANCE WRH SSPC SP10 FlELD PRIM ALL WELDS AND
i / 1. % -15.75 -INDICATES SOUNDINGS flFUTNE TO NEW SEA LEVEL (NGVD29 DATUM). - -
_ --, I~ ~ ~ ~ 2. % (-74.15) - INpGTES SOUIWING$ REUTNE TO MEAN LDW WATER. I o N '~ l`T ~ f ]II + 4 ~ ,Pr BURN AREAS. RLE4 TO BE PNNIED A MNNUN DISTANCE OF 10 FF BElAW MSL
~1 }. x 6.15 - INpCATES TOPO ELEVATION RFUTNE TO MEAN SU LLEL }, WELLING SH41 CWRY WRN THE MIERICAH WIlDING SOCIETY RECOMNENDAnONS
~~ 4. BENCHMARKS LOCATED ALONG RNERNAIX. %I I ~ FOR SPECIRC APPUCAnON: USE CERTIRm OPERATORS ONLY - E70 SERIFS.
` = 1 ~~ ~ ~ ° I l„ y - 4. MNINUM PE7lETRAnON 60 FT. BELOW MSL
~~ ~ ~ ~ \ ~ , EPOXY COATED HP14 'x RiP RAP:
/ BAITER RIf 0 3-B' O.C.
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roR OEruLs
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(APPROx.) _ - 2, Pf 6v10 - SEE SHFE15
f;~ l Al k A2 fOR RNERWALN FRAMING
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TYPICAL H-PILE CONNECTION DETAIL n
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SEE SHEETS A7 k A2
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0 EVERT OTHER SOIL ANCHOR, TYP.
NEW H.O.GALV. NELCaL SOIL ANCHOR x30'
0 B'-6" O.C. MAX. SEE SECTIDNS FOR
DESIGN/WORKING LOAD.
NEW H.D. GALV:
HSS12x6 wNER
HELICAL SOIL ANCHOR CONNECTION DETAIL n
ApJACENi fL SPLICE ~ ADo,NNCENr
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WALER SPLICE PLATE DETAIL a
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LOCATE WEFPHOlES ABOVE MEUI LOW WATER.
NEUrW~L AXIS
WEEPHOLE DETAIL s
N.T.S S?
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ANCHOR 0 6'-6. O.C. u
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ELEVATION -ALUMINUM RAILING, BOLLARDS AND LIGHT POLE n
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F
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TIMBER BOLLARD AND RAILING ELEVATION PRE-FA9RICATED RAILING SECTION ELEVATION S 'PION
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METAL HANDRAIL -GENERAL NOTES
I. M47ERlALS AND FlNISH
A RAILINGS - NEAVV DUTY, SCHEDULE W. PRE-ENGINEERED ALUMINUM
PIPE RAILINGS A$ INOIC47ED. ALL CONNECnON WELDED.
B. FlNISH: BUCK, ANOOREO ENAMEL KNISH.
CONiPACTOP TO SUPPLY THE OWNFA WTM 2 CANS OF MATCHING
TWCH-UP PAINT FROM IUNORAIL MANUFACIUREA AT COMPIETDN
OF INBTALLAMIN.
C, FASTENERS - STANLESS S7EFL HARDWARE; SUPPLY COMPONETJIS
REOUIRID i0R ANCHORAGE OF FMRICATK7NS. PALM ALL EXPOSED
HARDWARE TO MITCH RAUNGS.
2. SUBMTRALS:
A. CONTRACTOR TO PRONDm SHOP DRAWINGS fOR WWDRAIL ANO GATE
CONSiRUCDON INpGTWG All SPICING AND SIZES OG CONNECnONS
AND MEMBERS, PRORtES, ANCHORAGE AND FlM6RffS OF All NETIBERS
ANO OTHER INfOflMAnON REOVIRED FOR CONSTRUCnON.
3. MOCK-UPS:
A PROVIDE Flf1D SAMPLE OF METH HMDRNL SECnON, 7-.g FEET LONG,
NCLUOING ENO CONDTilONS, ILLUSTAAnNG SF1fCTED colon PND
FlNISH FOR APPROVAL.
4. FALIRICAnON:
A STRUCNRAL REQUIREMENTS: FABRICATE HANDANL COMPONENTS TO MEET
CURREM BOCA OSHA. AND ADA REOUIREMENIS.
B. FABRICATE COMPONENTS WITFI JOIN75 nGHTLY FlTRD AND SECURED.
C IXPOSED FASTENINGS: FASTENINGS SIMIL BE UMOBTRUShELY LOCATED
"' AWAY FROM NEW WHENE~f.R POSSIBLE
~' 0. CLEW AND SfRW PRIMED MFRS BWiE i0 MET/E WHEAE FlELD CUfnNG
IS REWIRED.
5. INBTAMipRON:
A. INSTAll IN ACCORDANCE NTTH MWUFACTURER'S SHOP DRAWINGS.
B. PROVDE ANCHORS, ANGLES WVD OTHER FASTENERS REQUIRED.
C. INSTALL COMPONENTS PLUMB AND LEVEL ACCUPA1ElY FITTED, FREE FROM
D6TORnON OR DEFECTS.
0. CONCEAL BOLTS ANO SCREWS WHENEVFP POSSIBLE.
E. PROTECT FAILING FROM DAMAGE UMII FlNAL ACCEPTANCE fa1'•Q'rWlER.
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