20171267 Ver 1_CAMA Application_20171006

Coastal Management
ENVIRONMENTAL OUALITV
TO:
MEMORANDUM
Ms. Karen Higgins
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Greg Bodnar
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 5 October 2017
SUBJECT: CAMA Application Review
APPLICANT: NCSU 4-H Environmental Education Center
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
2 0 1 7 1 2 67
Respond to Greg Bodnar
Morehead City Office
Obi 0 6 2017
PROJECT LOCATION: Project site is located off SR 1200, at 100 North Clover Way, Columbia, Tyrrell
County, North Carolina.
PROPOSED PROJECT: Applicant proposes construct a pier, covered platforms, mooring pilings and a
breakwater on the Albemarle Sound.
Please indicate below your position or viewpoint on the proposed project and return this form by 26 October 2017.
Please contact Kevin Hart at 252-948-3936, if you have any questions regarding the proposed project. When
appropriate, in depth comments with supporting data are requested.
REPLY
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes are
incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
-"'Nothing Compares'",-.,
S u:e of\ath Cardura Enmonrmrta; Q.u;:}' Coal &:Mar-19—r.t
933 tt'a�h�r�tor.S�aare\la;; lt'a�.�+atxn.\C2�SS9
252946taS:

2
3
0
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NCSU 4-H Environmental Education Center
LOCATION OF PROJECT SITE: 100 North Clover Way Columbia, Tyrrell County off SR
1200.
Photo Index- 2006: 132-6817 L9 2000: 132-1545 N16
Latitude 35°56'11.37"N Longitude 76°2127.41"W
INVESTIGATION TYPE: CAMA/ Dredge and Fill
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/31/2017
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete — 2 October 2017
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1994 Tyrrell County Land Use Plan
Land Classification From LUP- Conservation (Land) and Conservation (Water)
(B) AEC(s) Involved: PTA, EW, CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing —Subsurface low pressure distribution for secondary
treated wastewater
Planned -None
(F) Type of Structures: Existing - 20 residential units; 10 recreational; 6 education
rooms, concrete walkway, gazebo
Planned - Pier and breakwater
(G) Estimated Annual Rate of Erosion: l Oft over last year.
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Wooded Wetlands
(B) Non -Vegetated Wetlands
80 sq ft
2,932 sq ft (shade)
River Bottom
(C) Other
Upland
(D) Total Area Disturbed: 3,012ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct pier, covered platforms, and mooring
pilings, and a breakwater on the Albemarle Sound on Clover Way, Columbia, Tyrrell County.

NCSU 4H Center
Tyrrell County
PROJECT SETTING
John Delucia has submitted a Major CAMA/Dredge and Fill request on behalf of the NCSU 4H
Center to construct a pier on the Albemarle Sound. The 12 -acre project site is located at 100 North
Clover Way in Columbia, Tyrrell County off SR 1200. The property is currently a public facility with
multiple structures (20 multi -unit lodges, director's residence, staff lodge, conference building,
dining hall, infirmary, administration building, maintenance building, recreational building,
environmental learning center, group reception building, boat repair building, wet labs, and a
multipurpose building) a wetland boardwalk, and gazebo. These structures were all permitted under
Major CAMA permit number 56-97. Along with the previously listed structures, a 100ft by 8ft pier
and 32ft by 32ft platform, four mooring pilings and a boat ramp were permitted with Major CAMA
permit 56-97 and have been destroyed by Hurricanes Hermine and Matthew. The boat ramp has since
been repaired through the DCM general permit process. The shoreline is currently partially protected
with rip rap and wooded wetlands. The Albemarle Sound is over 10 miles wide at the project site and
water depths range from -3.5 feet to -4feet below NWL. The closest pier is over 500 feet to the East
of the project site.
The property to the West of the pier is undeveloped and consists of wooded wetlands with a
boardwalk. The properties to the East of the project site are residential and are currently stabilized by
bulkheads and rip rap. The unprotected wetlands have been eroding since the 4H facility has been
constructed.
The Albemarle Sound at the project site is classified as SB by the Environmental Management
Commission and Coastal by the Marine Fisheries Commission. There is no Submerged Aquatic
Vegetation (SAV) or shellfish present in the project location.
PROJECT DESCRIPTION
The applicant proposes to construct an 180ft by 8ft wide pier with two 20ft by 4ft platforms, a 44ft
by 32ft platform, two mooring pilings, and an 80ft breakwater (with 2" cuts every 12" to 18" in each
24" sheets). The breakwater will be 12" above NWL. The platforms will be partially covered with
pergolas. The applicant is also proposing to repair/replace a pergola and concrete pad landward of
the rip rap connecting the pier to the concrete walkway running parallel NWL. These repairs could
have been exempted from DCM permitting through repair and storm exemptions.
ANTICIPATED IMPACTS
The project will result in localized turbidity due the installation of the pier, mooring pilings and
breakwater. There will be 2,932sq ft of open water that will be shaded from the pier and platforms
and 80sq ft of soft bottom will become vinyl breakwater.
Kevin Hart -
2 October 2017
Washington Regional Office

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: North Carolina State University
Mailing Address: 2701 Sullivan Drive, Box 7520
Raleigh, NC 27695
Phone Number: 919-513-7870
Email Address: ewlevvO-ncsu.edu
I certify that I have authorized John DeLucia, PE Albemarle & Associates ,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Eastern 4H Pier Replacement Project
at my property located at 100 North Clover Way, Columbia, NC, ,
in Tyrrell County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Scott R. Douglass
Print or Type Name
Vice Chancellor, Finance and Administration
Title
7 l f3
Q
Date
This certification is valid through 12 l 31 1 2017
a8

lbemarle
& ASSOCIATES, LTD.
Project Narrative
North Carolina State University
Eastern 4H Center — Pier Replacement and Breakwater Installation
North Carolina State University is applying for a CAMA Major Permit to allow the
reconstruction of the pier at the Eastern 4H Center facility located in Tyrell County, North
Carolina. The application also requests that a breakwater structure be allowed to further
protect the pier from wave action. The original pier was constructed sometime in late 2001
or early 2002. This pier has experienced storm damage on three occasions with the most
recent damaged during Hurricane Matthew. During that storm, the pier was destroyed
with some pilings and structural members still existing.
The University intends to demolish the remaining existing pier elements and reconstruct
a new pier in its current location. The new pier will be higher above the water level than
the original pier and will have a lower platform. The pier is used by the facility for camp
activities to include fishing and kayaking and will be used as an outdoor teaching area for
small groups. The new pier will have some benches and steps to lower levels. The lowest
platform will utilize marine grade concrete panels to add ballast and to provide a better
walking surface closer to the water. The pier will be constructed on round wooden piles
with heavy timber girders, wooden floor joists and wooden decking. The pier will have an
ADA accessible ramp as shown on the plans. Two mooring pile are proposed for mooring
the safety boat that is used at summer camp and during any water related activities. The
normal water lever was surveyed and found to be at 0,3' MSL. The lower platform will be
approximately two feet above the normal water level with and the u bier/platforms
being a little more than five feet above the normal water level. Rep ie el i ting land
side pergola will include replacement of some concrete slab thavis un mined and
reconstruction of the pergola roof to match the two new proposed per�. The iffrV side
pergola will remain the same size as currently exists.
The plan also includes the addition of an eighty -foot vinyl breakwater. STs structure is
intended to dissipate wave action and to further protect the new pier from the effects of
wave action.
The University plans to construct this pier in early 2018 so that it will be ready for the 2018
summer camp season. The project will be compliant with the NC Envir
Act (NCGS 113A 1-10).
Land Planning — Surveying - Engineering — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] www.AlbemarleAssociates.com Fax: [phone]

DCM OF4
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina State University
Eastern 4H Center Pier Replacement
Applicant 1: First Name
MI
Last Name
Scott
R
Douglass
Applicant 2: First Name
MI
Last Name
Edgar
W
Levy
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
2701 Sullivan Drive Box 7520
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27695
USA
919 - 513 - 7870 ext.
State
Street Address (if different from above)
City
State
ZIP
Email
Edgar Levy <[e-mail]>
2. Agent/Contractor Information
Business Name
m'
Albemarle Associates
Agent/ Contractor 1: First Name
MI
Last Name
John
DeLucia, PE
Agent/ Contractor 2: First Name
MI
Last Name��
Mailing Address
PO Box
City
State
PO Box 3989
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
27948
252 - 441
2113 ext. 204
ext.
FAX No.
Contractor #
252 441-0965
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Tyrell
100 North Clover Way
SR 1200
Subdivision Name
City
State
Zip
Columbia
NC
27925
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Bull Bay
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
[3iNatural ❑Manmade ❑Unknown
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes [:]No
work falls within.
h.
Tyrell County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
+ /- 3900 feet
103 Acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
10 -15' ❑NHW or ©NWL
e.
Vegetation on tract
Wooded with grassed areas and open fields
f.
Man-made features and uses now on tract
Eastern 4H Center has multiple buildings and facilities which serve as summer camp and other 4H�t
related functions including conferences, training seminars and other civic events
g.
Identify and describe the existing land uses adiacent to the proposed project site.
East of the site there are residential sound front homes and west of the site is woodland
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Unzoned
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes [2No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [:INA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 .. 1-888-4RCQAST . www.ncceastalinanagement.net
h

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? klYes ❑No
(ii) Are there coastal wetlands on the site? ❑Yes [3No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The facility is connected to the municipal waste water collection / treatment system.
o. Describe existing drinking water supply source.
The facility is connected to the Tyrell County Water system
p. Describe existing storm water management or treatment systems.
Roadside swales and infiltration basins
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
This will be for the facilities use for their programs ❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a replacement of the existing pier that was destroyed during Hurricane Matthew. The new
pier will be in the same location of the original pier
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction will consist of piling installation using jetting and drop/vibratory hammer. Pier will consist
of wood timber framing with wooden and concrete planks for decking
d. List all development activities you propose.
Replacement of existing pier that was destroyed by Hurricane Matthew and the installation of
a new breakwater
e. Are the proposed activities maintenance of an existing project, new work, or both?
New with some maintenance to land based existing sidewalk and pergola
f. What is the approximate total disturbed land area resulting from the proposed project? < 500 ECq•;° , or ❑A, res
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑t Ao�
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No known discharges to waters of the state exist
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes [�No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes [-]No ❑NA
j. Is there any mitigation proposed? []Yes [fib ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252-808-2808 .. 1-888-41RCOAST .. www.necoastaimanagement.net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name William and Mary Simmons Phone No.
Address PO Box 157 Columbia NC 27925
Name Joseph B Cherry Phone No.
Address PO Box 266 Windsor NC 27983 252 794-2063
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major CAMA 56-97, GP 68986-13, GP 59423-B
h. Signed consultant or agent authorization form, if applicable. Included
i. Wetland delineation, if necessary. NA
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission 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 the conditions and restrictions contained in the permit.
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 permit 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.
Date Print Name Scott R. Douglass gip'`\
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ®Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 180
(iv) Width _ a
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 20'x 16' and 44'x 32'
(iv) Width
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
[Open water; no dredging required
[]Other; please describe:
k. Typical boat length: NA
m. (i) Will the facility have tie pilings?
[Yes ❑No
(ii) If yes number of tie pilings?
2
[]This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
f. (i) Are Boatlifts included? []Yet ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
NA
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised. 12,127/06

Form DCM MP -4 (Structures, Page 2 of a)
2. DOCKING FACILITY/MARINA OPERATIONS [52 This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
252-808-2808 -. 1-888-4ttcoaST :: www.nccoastaimanagement.net revised: 12127/06

Form ®CM NIP -4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) [I This section not applicable
a• Length 80' b. Average distance from NHW, NWL, or wetlands
156'
c. Maximum distance beyond NHW, NWL or wetlands
ISO,
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s): b. Number 2
❑Commercial [aj PubliclGovernment ❑Private/Comm unity
c• Distance to be placed beyond shoreline 180 d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present. NA
Aµ�l
e. Arc of the swing 25'
14,
252-808-2808 :: 1-888-4RCOAS3 :: www.nccoastaimanagement.net revised. 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
365 to east 3700' to west
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
9 miles
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
500'
d. Water depth at waterward end of structure at NLW or NWL
3'
8. OTHER ❑This section not applicable
a. Give complete description:
Project includes the replacement of the existing 4H Center pier that was destroyed by Hurricane Matthew
The project will also include the addition of a breakwater structure for energy dissipation and protection
of the new pier.
rah
Date
�Ls�ey►n 44 Ow ��al�ceme�l�-
Project Name
SCoi+ c�•�oU�; lass
Applicant Name
<�g `� �I R fl��
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www,raccoastaimanagement.net revised: 92127106

t
t Y
k
W1
i
to lkr k t 3 �s � 4 x a =ai, s's t tr
Jk
t
v>
_
vn-
{
,_ ..t a „. .:.: 'k S k � S yah 2 Y� .� �:. `•N'
t Y
1 1
N.C. Stat"e
univers'ty
mm
sSCHEDULE OF DRAWINGSP NO SCALE NO SCALE
Cov COVER SHEET
C -1.01c SITE PLAN (CAMA PERMIT DRAWING)
I
® ELEVATIONS1 SECTIONS/DETAILS ALBEMARLIE.Civil iStructural
115 West St. I:r; vh Street
Kill evil Hills V,-' 27948
t- 252.441 .21A
S-1.03 STRUCTURAL DETAILS
IJTS
x"X COLUMN LINE
i
x
PLAN EQUIPMENT SYMBOL X AX.xX x INTERIOR ELEVATION
SEE CHAPTER 100 DRA ,,NGS SEE CHAPTER 400 DRAWINGS
X
T-0 TOILET ACCESSORY N� 'TE
SEE CHAPTER 200 DRAWNGS t
ROOF DETAIL REFERENCE
ROOD NUMBER SEE CHAPTER 300 DRAWINGS
! � j
SEE CHAPTER 600 DRAWf,,4GS FOR ROOM
FINISH SCHEDULE
X X) DOOR NUMBER Axx BUILDING ELEVATION
SEE CHAPTER 600 DRAW GS FOR DOOR SEE CHAPTER 400 DRAWINGS
SCHEDULE
HM—#HM—# HOLLOW METAL FRAW, NUMBER
SEE CHAPTER 600 DRAW SGS iC
UA�XiXX _� AX.XX/ BUILDING SECTION
SEE CHAPTER 500 DRAWINGS
XX�
ALUMINUM FRAME NUMBER
SEE CHAPTER 600 DRAWgGS
('
ELEVATION �.� _.__ BALL SECTION
SEE CHAPTER 500 DRAWINGS
L}C FINISH FLOOR ELEVA— N
-
ZL
--,
A7.OX CASEWORKELEVATION q
SEE CHAPTER 700 DRAWINGS
-
moo j SPOT ELEVATION
I
SYMBOL KL
23 AUGUST 2017

2 � cD q
05 F_
co
0 0 5 e�
1
I - — — ----- -- ;�
,1QY
2 i
3Y,eY2 , — 5Y2' I) SASE TOP RAIL EDGES
;i 5,,2„ 4
3y2'
WITH 3A" RADIUS >H' \AFER iI � ! �
,
(CONT. ALL EDGE
P.T,`D 6x6 Vlj -)OD
POST IT u,At `, - � r 1
fi� O
I
P T . D 2 x 4
BOARDS ----- -
,
(EASE EDGES) >.T.`DQQD GUARD''
AI Lj - R
- -- -
T�
CONSISTING OFa
I
P.T.'D 2x6 co
0 6XI5 WOOD PPS
SEAT BOARDS
®x8 OP RAILS I j
I iI
(EASE EDGES)
2x4 BOTTOM RA
�;2x2 VERT. PICK' TS
w
n
--
SPACE -Y2 O.C,
I
c� � ; , ; i � '� � � ! I � !I SEE A-2.01�C �Q6 FOP
I
i
:
TYPICAL. RAILING DETAILS.
I
d
— I I
— a
w
W I Fra
I I II (
i i I
--- rcuL�
�—
,
I I i I
I
iI I
(
-77
=r
i
THRU-BOLT 0 ' 11
4 z 6x6 POSTS --- ---- b
t,� f
SEE STRUCTURAL J
I
I �- --- DRAWINGS FOR _ rzU-30LT 6x6 RAIL POSTS TO
FRAMING AS PIER CONSTRUCTIQfiO STSP.T.'D 2x WITH (2) 1"� DG MARINE
REQUIRED
-- -I
-_-!
� I
j ! ;, ! BOLTS (TYPICAL). SEE STRUCTURAL.
SEE STFUCTURAL F I
j DRAWINGS FOR € IER
CONSTFUCTION
I I
rI
j
1
I
III
1^
I
II
. I I
I:
I
iI—
I
t��
r"
vIj'r
1I �iniIIP1
:i
_
-
� -
"-
IliiI
®I.I II IIII
I
I
I�
NI,E-' : 3/4"=V-0"
II 4 !
—=I
.I I
_
- reI:e
PIER BENCH
06 TYPICAL SECCTION UPPER PIER
05 DOCUMENTS
0I l—�„SCALE. 1°=1`-o" L L LSCALE:3/4"=V-0"SCALs
�
I
,
U
PROJECT
201720045
(�z\ i, TM(0 , PROJECT
��BD
f%
-44H
L
cj)
NOT USED EVATIONSCALE: SCALE: 3f16"=1'_0,SCALE: ---
24
r K40
a z
Lu
K � < uj
cn
HF
w om To- OZ
: i Ii I II
PRINCIPAL:
F
I3S
l L PROJECT ARCHITECT: FBS
FBS
- DESIGNEDB3:
DRAWN BY: FES
CHECKED 3Y: FBS
I Ft
L
PROJECT NUMBER: 1701E4H
PIER ELEVATIONS
EAST ELEVATION BASE BID LAYOUT SCALE: 3/16 V- 0" 013 u T i

» `^
1.WHERE ADETAIL |S SHOWN ON STRUCTURAL DRAWINGS FOR ONE CON:(TION.IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED 0-R SHOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB A�11D TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN DW THE DRAWINGS. JOIN -S SHALL
BE TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEkEER3 WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE 00TH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT
ENGINEER.
1 IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS DR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE 'WORK AS
DIRECTED IN THESE DRAN{NGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL MEET OR
EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS ADpL|CABLE.
PILES SHALL ACHIEVE A MINIMUM OF 12, PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL, DRIVEN TO AN D TON CAPACITY.
5. STRUCTURAL FRAMING BE #2 SYR, TREATMENT AS SHOWN, AND SHALL MEET DR
EXCEED ANPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLCABLE.
G. DECKING AND GAZEBO ROOF SHEATHING SHALL BE #1 5YP. TREATMENT AS SHOWN'
AND SHALL MEET OR EXCEED AWPA STANDARDS (UC4B) FOR PRESERVATION
TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC513 (MOISTURE CONTENTS <19%) AND SECURED WITH (2) 1''0 HDG BOLTS IN
PRE -DRILLED HOLES,
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH AS7M A 153�
TRIM 2x12 FLUSH
W/ DECKING FIBER REINFORCED
2x6 DECKING CONCRETE SLAB
l. MATERIALS:
PILES: 8°0 X 12' 3T (2.5 CCA AWPA C18)
VALERS: 6x6 ST SYP (2.5 CCA AWPA C2/C9
DECKING: 2x8 3T SYP (2.5 CCA NWPA C2/C9)
ANCHORS: 4^0 ALL THREAD HDG DR ELECTROPLATED
BOLTS: 3/4°0 HDG
2. PILES ARE TO BE DRIVEN TO 8 TON RESISTANCE WITH A MINIMUM TIP
PENETRATION OF 8, INTO SOLID BOTTOM.
3. ALL CAP MATERIAL TO BE NO. 2 GRADE MATERIAL (MOISTURE CONTENT <1�9%)
AND SECURED W/ 3" HOG SCREWS IN PRE -DRILLED HOLES.
4. CONTRACTOR IS ADVISED THAT SOME UNDERWATER DEBRIS MAY BE PRE8�,INT IN
THE PROJECT SITE THAT WAY NEED TO BE REMOVED PRIOR TO PILE PL -'CEMENT.
ml��
2~ WIDE CUTS IN
TOP ELEVATION 1.30'
6-x6~ TOP WALER 6^x6^ TOP WALER 8^0 WOOD PILES
10, aa
8"0 WOOD PILES -`\ VINYL SHEET PILES
12"
| NORMAL 8
|�ATE LEVEL±0.3'
VlNYL 5HE[T P�L23
425
=1^
2x8 TOP CAP #11
-SCREWED W/J" STAINLESS
6/14/1
45' CHANIFER
4.1(C)(6) -RAMP HANDRAILS
2^x10" JOISTS
SHALL BE 1j" TO |�" IN.
12' O.C. UC413
' ^
DIAMETERR WITH THE OUTSIDE
VlNYL 5HE[T P�L23
425
=1^
B2x6 DECKING FASTENED
WITH 3" STAINLESS STEEL
SCREWS
i 1 (2 AT EACH STRINGER)
81,0"K SOLID AT
MID RAIL SUPPORTS
%^ YND[ �UT5 IN
24~ VINYL SHEET P!LES
BEGINSLOT 7^ FROM! TOP
(2) }2,~ H
MARINE BOLTS'
�0O0
8Em�HE3-
2x4x2O 0 EACH JOIST/GIRDERSEE
CONNECTION W/B 10d NAILS 6
PER CONNECTION | |
4 IN JOISTS/4 IN GIRDER
PROVIDE SOL|D 2x10 BLOCKING BETWEEN
�-3 JOIST BAYS @ ALL RAIL POST LOCATIONS
(EACH S|DE)
1M' -O^
2~n5^ #11 DECKING
SCREWED W/3^ STAINLESS
STEEL DECK SCREWS (2/JOISTS)
ELECTRIC SERVICE
CONDUIT
2^xC^ #1 DECKING UC4-B
2x8 TOP CAP #11
-SCREWED W/J" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
45' CHANIFER
4.1(C)(6) -RAMP HANDRAILS
2^x10" JOISTS
SHALL BE 1j" TO |�" IN.
12' O.C. UC413
' ^
DIAMETERR WITH THE OUTSIDE
ON EACH SIDE OF P11 ING
FACE OF THE HANDRAIL A
—TWO
MAXIMUM 3' FROM THE WALL
NORMAL WATER LEVEL ±0,3
OR BUILDING FACE
~2.
BOTTOM
GRIP RAIL - 34^ W|N� TO
38" MAX TO FINISHED
<
RAMP WALKING SURFACE
2x� �DNT-,
ALL SURFACES ON
/
HANDRAIL TO BE ROUTED
AND SANDED
B2x6 DECKING FASTENED
WITH 3" STAINLESS STEEL
SCREWS
i 1 (2 AT EACH STRINGER)
81,0"K SOLID AT
MID RAIL SUPPORTS
%^ YND[ �UT5 IN
24~ VINYL SHEET P!LES
BEGINSLOT 7^ FROM! TOP
(2) }2,~ H
MARINE BOLTS'
�0O0
8Em�HE3-
2x4x2O 0 EACH JOIST/GIRDERSEE
CONNECTION W/B 10d NAILS 6
PER CONNECTION | |
4 IN JOISTS/4 IN GIRDER
PROVIDE SOL|D 2x10 BLOCKING BETWEEN
�-3 JOIST BAYS @ ALL RAIL POST LOCATIONS
(EACH S|DE)
1M' -O^
2~n5^ #11 DECKING
SCREWED W/3^ STAINLESS
STEEL DECK SCREWS (2/JOISTS)
ELECTRIC SERVICE
CONDUIT
2^xC^ #1 DECKING UC4-B
-SCREWED W/J" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
2^x10" JOISTS
�
12' O.C. UC413
' ^
(2) 4"00° GIRDERS UL -14B
ON EACH SIDE OF P11 ING
—TWO
BOLTS EACH PILING (SEE DETAII
NORMAL WATER LEVEL ±0,3
~2.
BOTTOM
30'-10^0 TIP CLASS B TIMBER
PILING (18` MIN. PENETRATDN)
a
2x4x18 @ EACH JO|ST/C|RDER
CDN 10d NA�L5
' PER CONNECTION
4 IN JOISTS/4 IN G|RDEH
3'-O^
U 2"x 10" JOISTS
12" 0.C. UC413 ~5'-4^
(2) 4°00" GIRDERS UC413
NORMAL WATER LEVEL ±0.3'
�2'
BOT TOM
30'-10°0 TIP CLASS B UMBER
FILING (12^ MIN, PENETRATION)
NEW PIER DETAILS SCALE: AS SHOWN j
7'-O"
lbemarle
TE
115West Saint Clair St. Phone: [phone]
P.O.Box 3gBS Fax: [phone]
Kill Devil Hills, NO2794@ www.A|bemmdeAuonoateo.00m
Certificate ofLicensure No. C -1O27