20200562 Ver 1_CAMA Application_20200423

AARENDELL
CIVIL , COASTAL .ENVIRONMENTAL
1004 Arendell Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C-1509
February 20, 2020
Ms. Heather Styron
N.C. Division of Coastal Management
400 Commerce Avenue Phone: [phone]
Morehead City, NC 28557 Email: heather m.styron@ncdenngov
Be: Carteret Community College Shoreline Improvements (19063)
Major CAMA Permit Submittal
Morehead City, North Carolina
Dear Ms. Styron:
On behalf of the Carteret Community College and the Carteret Community College Board of Trustees
please find enclosed the Major CAMA submittal package for the Shoreline Improvement Project at the
Carteret Community College in Morehead City, North Carolina. This package has been revised to
address the comments provided during our preliminary submittal review meeting on February 19, 2020.
A check for $400.00 is enclosed made payable to NCDEQ. A copy of the transmittal letter to the adjacent
property owners is included with this submittal. The permit documents have been sent to the adjacent
property owners via Certified mail. The return receipts will be submitted to your office once they are
received.
If you have any questions, please feel free to contact myself or Bill Forman. We appreciate your help
with this project.
Sincerely,
ARENDELL ENGINEERS
John J. Wade, P.E.
Vice President
Cc: Steve Sparks, Carteret Community College
Lexia Weaver, Coastal Federation (via Email)
Bill Forman, Arendell Engineers
RECEIVED
FEB 2 4
QCM-MHD (ATY

Major CAMA Permit Application
Carteret Community College
Shoreline Improvements
Morehead City, North Carolina
February 20, 2020
Applicant:
Carteret Community College I Carteret Community College Trustees
3505 Arendell Street
Morehead City, NC 28557
Prepared For:
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Prepared By:
ARENDELL ENGINEERS
1004 Arendell Street
Morehead City, North Carolina 28557
[phone]
NC Certification No. C-1509
RECEIVED I
{
FEB 2 4 Z020
I)6M-MHD CITY

MAJOR CAMA PERMIT APPLICATION
CARTERET COMMUNITY COLLEGE SHORELINE IMPROVEMENTS
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
Table of Contents
DCM MP — 1 Application for Major Development Permit
DCM MP — 2 Excavation and Fill
DCM MP-3 Upland Development
DCM MP-4 Structures
PROJECT NARRATIVE
INTRODUCTION
PROJECT DESCRIPTION
Western Segment — Western end of college property
Western Segment— Base Bid Revetment Project — Shoreline segment fronting the parking
lot, Student Center, and Civic Center.
Western Segment —Alternative Living Shoreline Project
Center Segment— Base Bid Project— Shoreline fronting the Civic Center and Smith Building
Center Segment —Alternative Living Shoreline Project
Eastern Segment— Base Bid Revetment Project — Shoreline fronting the welding and
construction trades building
Eastern Segment —Alternative Living Shoreline Project.
EXISTING CONDITIONS
Site Topography and Hydrography
Land Use
Wetlands
Areas of Archaeological or Historic Value
Navigation
METHODS OF CONSTRUCTION
PROJECT SCHEDULE
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
ADJACENT PROPERTY OWNERS
Email from Christine Hall Dated 12/10/2019
Platform Dimension Table
Carteret Community College — List of Parcels RECEIVED
Waterfront Parcel Deeds
Parcel Pin: 637618217539000. Deed Reference: 1636-8 FEB `L 4 MO
Parcel Pin: 637618310573000, Deed Reference: 544-357
ACM-MHD CITY

Parcel Pin: 637618314691000. Deed Reference: 369-25
Parcel Pin: 637618410639000, Deed Reference: 464-87
Parcel Pin: 637618413985000, Deed Reference: 1657-447
Figure A — Adjacent Property Owners
Application Drawings
Sheet 01 —Vicinity Map
Sheet 02 — Existing Conditions & Demolition Plan
Sheet 03 — Overall Schematic Site Plan
Sheet 04 — Base Bid Revetment Project
Sheet 05 — Base Bid Sections Sheet 1 of 3
Sheet 06 — Base Bid Sections Sheet 2 of 3
Sheet 07 — Base Bid Sections Sheet 3 of 3
Sheet 08 — Piers #1 & #3 Plan & Profile
Sheet 09 — Pier #2 Plan & Profile
Sheet 10 —Alternate Option Living Shoreline Plan
Sheet 11 — Alternate Option Sections Sheet 1 of 3
Sheet 12 — Alternate Option Sections Sheet 2 of 3
Sheet 13 — Alternate Option Sections Sheet 3 of 3
Sheet 14 - Details
Adjacent Property Owner Notification Letters
Authorized Agent Letter
RECEIVED
FEB 2 4 ad
DCM-MHD CITY

IN MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant(Landowner Information
Business Name
Carteret Community College (Ccc) / Ccc Trustees
Project Name (if applicable)
Shoreline Improvement Project
Applicant 1: First Name
Steve
MI
Last Name
Sparks
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3505 Arendell Street
PO Box
City
Morehead City
State
INC
ZIP
28557
Country
Phone No.
252-222-6087 ext.
FAX No.
252-222-6077
Street Address (if different from above) 7City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Arendell Engineers
Agent/ Contractor 1: First Name
MI
Last Name
James (Bill)
W.
Forman, Jr., P.E.
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1004 Arendell Street
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252-622-4338
ext.
ext.
FAX No.
Contractor #
C-1509
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
rav°�
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
3505 Arendell Street
U.S. Highway 70
Subdivision Name
City
Zip
Morehead City
rNC
28557 -
Lot No.(s) (if many, attach additional page with list)
Phone No.
637618217539000,637618310573000,6376183141691000,
252-222-6087 ext.
637618410639000,637618413985000
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Bogue 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.
Town of Morehead City
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
2,550 If
1,929,925
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
See Attached List of Parcels,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4'- 20' ®NHW or ❑NWL
e.
Vegetation on tract
Grass lawn and coastal scrub.
f.
Man-made features and uses now on tract
Existing man-made features on site include classroom, administrative, civic center, & research structures, parking areas,
and sidewalks. There is existing shoreline protection including fberform concrete mats, riprap, and construction debris
used as riprap. A timber pier with one (1) boat slip and platform is located near the center of the site. Two offshore
breakwater sills and are located along the western end of the shoreline along with riprap sills.
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Adjacent land uses include the Division of Marine Fisheries to the east, a hospital, gas station, and office building to the
north, and residential to the west. The southern property borders Bogue Sound.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Office & Professional
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
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 ❑NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater from the site is collected by the Town of Morehead City wastewater infrastructure.
o. Describe existing drinking water supply source.
Drinking water is provided by the Town of Morehead City public water supply.
p. Describe existing storm water management or treatment systems.
Existing stormwater management systems include wet ponds and other various systems with outlets to Bogue Sound.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Daily operations of the site will include a public walking trail with access to both of the two (2) smaller piers and one (1)
longer pier. Shoreline improvements will be constructed to repair Hurricanes Florence & Dorian damage and to protect the
existing shoreline from further erosion.
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 of the piers, shoreline stabilization, and marsh sills will be by conventional marine construction equipment
including barges and cranes. The equipment will be onsite only a sufficient time to complete the pile driving, pier installation,
and shoreline protection work. Materials for in -water improvements will be stored in upland areas and transferred to barges
for in -water construction. Timber pier piles will be driven into the substrate to minimize turbidity.
d.
List all development activities you propose.
The construction of three (3) piers and shoreline improvements including removing and replacing existing riprap and the
installation of a marsh sill, backfill, and planting of spartina alterniflora below the normal high water line.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 48,100 ®Sq. Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
There are at least four (4) existing stormwater discharges to waters of the state. There are no proposed additional
discharges.
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 ❑No ®NA
If yes, attach a mitigation proposal.
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FEB L 4
252-808-2808 .. 1.888-4RCOAI; i .. wsv W. n c c 0 a 5 t a l in a 11 a 9 e in e n t. QCM-Wri UTY

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) — (f) 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 Albert & Marie Libby Phone No.
Address 8775 SW 144'h Street, Palmetta Bay, FL 33176
Name N.C. Division of Marine Fisheries Phone No.
Address 3411 Arendell Street, Morehead City, NC 28557
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.
CAMA Major Permit 18-18 dated 3/1/2018 N.C. Coastal Stormwater Permit No. 960424
CAMA permit 143-97
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
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 ?Aa/2o Z � Print Name Carteret Community Colleg Carter ommunity College Trustees
Signature r
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
EDCM MP-4 Structures Information
❑DCM MP-5 Bridges and Culverts
RECEIVED
FEB 2 4 2020
P9GMHU GITY M
nu hoe a
252-808-2808 :: 1-888-4RCOAST :: www.ncconstalmanagement.net

Form DCM M113-2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
1,280 LF
Length
Total
Width
12 feet
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (1) Does the area to be excavated include 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
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
G. (1) Does the disposal area include any 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
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes [-]No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
FEB 2 4 2020
MMH6CITY
252-808-2808 :: 1-888-4RCOAST :: v_vww.nccoastalmanagement.neS revised: 12I26I06

Forth DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Tvoe of shoreline stabilization: b. Length: 661 If
❑Bulkhead ®Riprap ®Breakwater/Sill ®Other:
Annorflex (Alternate)
c. Average distance waterward of NHW or NWL: 5'
(Riprap/Armorflex), 30' (Marsh Sill)
e. Type of stabilization material:
Graded Riprap (Base Bid); Armodlex (Alternative)
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 3,207 sf
Breakwater/Sill 13,700 sf Other
i. Source of fill material.
Unknown
Width: —20'
d. Maximum distance waterward of NHW or NWL: 14' (Riprap); —60'
(Marsh Sill which follows the -2 contour)
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Graded Riprap
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 33,366 sf
(iii) Dimensions of fill area Varies
(iv) Purpose of fill
No fill is proposed as part of the Base Bid project. Fill will
only be placed between the shoreline stabilization and
marsh sills as part of the Alternative project so that
wetlands may be planted.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b.
controlled?
Excavated material will be kept on -site through the use of a
turbidity curtain. Fill material will be seeded or sodded
immediately and silt fence will be used as necessary to prevent
sediment from entering the water.
c. (i) Will navigational aids be required as a result of the project? d.
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Warning posts will be installed at the toe of the marsh sills
approximately 50' on center with yellow reflectors extending at
least three feet above normal high water.
submerged aquatic vegetation (SAV), shell bottom (St3), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV NSB Minimal
❑WL [--]None
(u) Describe the purpose of the fill in these areas:
Oyster beds will be relocated on -site prior to placing fill material
behind marsh sill structures in order to provide area for marsh
plantings.
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Construction of the structures will be by conventional marine
construction including barges and cranes.
(i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
252-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net revised: 12/26/06
I)CM-MHD CITY

02/20/2020
Date
Shoreline Improvement Project
Project Name
Carteret Community College / Carteret Community College
Trustees
Applicant Name
Appli t Signature
SECE1VED
FEB 2 4 2M
OCM.WE) CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastahnanagement.net revised: 12/26106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
I GENERAL UPLAND DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures
proposed.
There are no proposed buildings. Proposed upland
structures include a 10' wide elevated pervious sidewalk
and one (1) pier with a 200 sf platform. Pier & platform will
not extend beyond the normal high water line.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: Will be submitted prior to
construction.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
11.6%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
41.5%
j. Describe proposed method of sewage disposal.
Site is served by the Town of Morehead City's municipal
wastewater system.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
No new discharges are proposed as part of this project.
b. Number of lots or parcels.
21 - See attached list of parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
20,895 square feet for the proposed elevated pervious
sidewalk in the CAMA buffer.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[-]Yes []No UNA
(ii) If yes, list the date submitted: The College is working with
NCDEQ Stormwater on updating and their current
stormwater permits for the site.
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ❑No ®NA RECEIVED
If yes, attach appropriate documentation.
FEB u 4 7 9
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Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Site is served by the Town of Morehead City's municipal
water system.
o. When was the lot(s) platted and recorded?
Unknown.
Date
Shoreline Improvement Project
Project Name
Carteret Community College / Carteret Community College
Trustees
Applicant Name
Appli nt Signature
n. (i) Will water be impounded? ❑Yes ❑Nc ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
FEB `L 4 Z"d
®CM-MHD CITY
252-808.2808 :: 1-888.411COAST :: www.nccoastalma-nagement.net revised: 12/26/06

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. (1) Is the docking facility/marina:
❑Commercial NPublic/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length (Pier #2) 126' (Pier #3) 56'
(iv) Width (Pier #2) 10' (Pier #3) 5'
(v) Floating ❑Yes NNo
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length (Pier #2) 20'. (Pier #3) 12'
(iv) Width (Pier #2) 50'. (Pier #3) 20'
(v) Floating ❑Yes NNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1 (Pier #2)
(ii) Number of slips existing
1 - Existing Pier
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
NOpen water; no dredging required
❑Other; please describe:
k. Typical boat length: 18' - 35'
❑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 2 - Both on Pier #2
(iii) Length 40' (Fixed) 20' (Floating)
(iv) Width 6' (Fixed) 4' (Floating)
(v) Floating []Yes ❑No
f. (i) Are Boatlifts included? ❑Yes NNo
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:
N Other, please describe:
Slip will only be for transient boats no overnight dockage
will be permited.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Typical boats to be served will be academic research
boats center consoles and skiffs.
FEY Z 4 'WO
j)r;M-MHD CITY
252-808-2806 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form ®CM MP-4 (structures, Page 2 of 4)
m. (!)Will the facility have tie pilings? (i) Will the facility be open to the general public?
❑Yes ®No ®Yes ❑No
(n) If yes number of tie pilings?
2, DOCKING FACILITY/MARINA OPERATIONS ❑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.
No pump out facilities will be provided.
c. Describe the disposal of solid waste, fish offal and trash.
All solid waste will be collected at the College's solid waste containers.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge of sewage will be allowed. Signs will be placed at the slip indicating this policy.
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
1 - At the slip on Pier #2.
(ii) Give the location and number of"Pumpout Available' signs proposed.
0
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Not Applicable
g. Where will residue from vessel maintenance be disposed of?
Not Applicable
h. Give the number of channel markers and "No Wake" signs proposed. Not Applicable
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
Not Applicable
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage will be allowed.
k. Describe design measures that promote boat basin Flushing?
Not Applicable QFrPlVFD
FEB 2 4 V21
IDGM-MHD CITY
252-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

Form AGM MP-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Not Applicable
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 marinaldocking 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.
Proposed pier is approximately 150 feet east of a shellfish lease held by NC Sea Grant.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse slructure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable I
a. (i) Number
(ii) Length
(Ili) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) El This section not applicable I
a. Length 1,4581f
c. Maximum distance beyond NHW, NWL or wetlands
50' from NHW
b. Average distance from NHW, NWL, or wetlands
30' from NHW
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
RECEIVED
FEB 2 4 2020
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
DCM-MHD
252-808-2808 :: 1-888-4RCOAST :: www.ncco-astaimana,gement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Pier #1 is approximately 150 feet from the adjacent
property line. Proposed shoreline protection on the east
end of the project will extend up to the College's property
line.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
—6,800 feet
e. (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Warning posts will be installed at the base of the marsh sills
as part of the alternative project.
b. Proximity of structure(s) to adjacent docking facilities.
Shoreline protection on the east end of the project is
approximately is approximately 220 feet from the NC DMF
marina.
d. Water depth at waterward end of structure at NLW or NWL
_1P'
& OTHER ®This section not applicable
Give complete description:
The base project will include a vinyl and concrete cutoff wall behind the proposed riprap on the east and west ends of the
shoreline project. The wall will be constructed to grade. The west end will be approximately 330 feet in length and the east
end will be approximately 310 feet in length. Common to both the base project and alternate project will be an extension of
the existing vinyl retaining. It will be extended approximately 80 feet to the west and 160 feet to the east to front the existing
buildings.
6/Qo 2 0
Date
Shoreline Improvements
Project Name
Carteret Community College / Carteret Community College
Trustees
Applican Name
App cant Signature
DECEIVED
FEB 2 4 2020
DCM-MHD CITY
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

CARTERET COMMUNITY COLLEGE SHORELINE IMPROVEMENTS
MAJOR CAMA PERMIT APPLICATION
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
February 20, 2020
INTRODUCTION
Carteret Community College and property owned by the College is located between Arendell
Street and the shoreline of Bogue Sound in the 3500 block of Arendell Street in Morehead City,
Carteret County, North Carolina. The shoreline of the property runs east to west for
approximately 2,550 feet. Buildings, parking, and open green spaces are located along the
shoreline in many places less than 50 feet from the normal high tide line. There are five (5)
parcels along the waterfront that are owned by the Carteret Community College and the
Carteret Community College Board of Trustees (Sheet A). These two (2) entities will be joint
applicants for the permit.
A combination of hard and soft shoreline stabilization measures are proposed as two alternative
projects, the base bid revetment project and the living shoreline alternate project. The objective
of the living shoreline alternative is to minimize the hard armoring of the shoreline limiting
rehabilitation to locations fronting critical infrastructure and supplement those measures with
living shoreline treatment. This alternative is dependent upon receipt of grant funding that has
been applied for by the College through the National Fish and Wildlife Foundation's Emergency
Coastal Resilience Fund. The living shoreline measures will provide aesthetic and
environmental enhancements as well as toe protection for the shoreface armoring measures.
An articulated concrete mat is proposed to armor the shoreline in lieu of the riprap revetment in
the living shoreline project. A site plan of the proposed improvements is shown on Sheet 03.
PROJECT DESCRIPTION
Western Segment - Western end of college property. No shoreline stabilization
improvements are proposed to the existing and functioning living shoreline improvements at the
Carteret Community College Shoreline Improvements RECEIVED February 20, 2020
Major CAMA Permit Application — Narrative Page 1 of 6
FEB 2 4 2020
DCM-MHD CITY

western end of the project in front of the CMAST and Aquaculture Laboratory buildings. As part
of the College's waterfront access project, an observation deck and 10' wide sidewalk along the
shoreline is proposed. The observation deck will be of light timber construction and include a
pier 10 ft. wide extending approximately 22 ft. seaward to a 12 ft. by 20 ft. platform above high
ground. (Sheet 08). This pier will be connected to the public elevated sidewalk and open to the
public with educational installed on the pier therefore a 10' width is recommended.
Western Segment - Base Bid Revetment Project - Shoreline segment fronting the parking
lot, Student Center and Civic Center. Two alternatives are presented for stabilization of the
western segment of the shoreline. Sheet 04 shows a base bid project that includes removal of
the concrete debris along approximately 360 linear feet of shoreline and replacement with a
conventional layered riprap revetment. Revetment improvements involve complete removal of
the concrete debris down to the ground beneath and replacement with a graded riprap
revetment with a filter layer on the ground, an intermediate stone size fill and a layer of larger
armor stones. A concrete and vinyl cutoff wall will be constructed along the landward edge of
the revetment with an approximate length of 330 feet. The top of the wall will be at the ground
level and will tie into the vinyl wall in the center segment. The purpose of the wall is to minimize
and attenuate water runoff from the land at the back of the riprap and keep soil from the upland
from being eroded from behind the revetment. A section of the revetment is shown on Sheet
05.
Western Segment - Alternative Living Shoreline Project. This alternative involves a softer
treatment of the shoreline including armoring of the upper shoreline by removing the concrete
debris, grading to a 3:1 slope and placing an AmorFlex© articulated concrete mat along the
shore face. The voids in the armor units are then filled with soil and grassed. That grass can
be maintained or left to grow unmaintained. The ArmorFlex© mat is placed on a foundation
layer of filter fabric and aggregate that is sized larger than the voids in the armor mat. Sheet 10
provides a plan view of this alternative.
A riprap sill with a 12 ft. wide base, 4 ft. high will be placed some 30 feet seaward of the mean
high water line offshore of the toe of the AmorFlex© mat at an elevation of approximately -2,
NAVD88. The top of the sill will be at elevation +2. There will be gaps in the sill at intervals of
Carteret Community College Shoreline Improvements RECEIVED
Major CAMA Permit Application - Narrative
February 20, 2020
Page 2 of 6
FEB 2 4 2020
UCM-MHD CITY

200 feet with riprap sill segments offshore of the gaps to prevent erosion of the marsh at the
gaps. The bottoms between the toe of the armor and the sill will be filled with sand and planted
with marsh grasses at elevations conducive to propagation of marsh grasses. This will provide
both aesthetic and environmental enhancements of the shoreline as an alternative to hardening
with riprap. A section illustrating the improvements is shown on Sheet 11.
Common to both the base bid and alternative living shoreline project along the western segment
is construction of an elevated pervious Hogslat concrete sidewalk 10 feet wide along shoreline
landward of the revetment (Sheet 03). This elevated walkway will be outside of the 30' CAMA
buffer except for where it will connect to the piers. Also common to both is construction of a
public water access pier 10 feet wide extending approximately 128 feet from shore with a 20 ft.
by 50 ft. platform at the seaward end and one 6 ft. by 40 ft. finger pier on the eastern side of the
walkway in deeper water. The finger pier will have a 4 ft. by 20' floating dock that will be used
as a kayak launch. An articulated gangway will connect the two (2) structures (Sheet 09). This
pier will be accessible to the public as it is connected to the proposed elevated pervious
sidewalk and therefore a 10 foot width is recommended.
Center Segment — Base Bid Project - Shoreline fronting the Civic Center and Smith
Building. The concrete Fiberform mattress will be saw cut approximately 4 feet from the face
of the wall and that space cleaned out and filled with a graded riprap filter and armor stone.
The plan for the center segment improvements is shown in Sheet 04. A typical section of the
improvements is shown on Sheet 06.
Center Segment— Alternative Living Shoreline Project. The offshore riprap sill will be
placed at approximate elevation of -2 NAVD88 with the crest of the sill at elevation +2.0 (Sheet
10). There will be gaps in the sill every 200 feet to facilitate flushing from behind the sill and
short sill sections fronting the gaps to protect against erosion hot spots of the fill and grasses at
the gaps.
Common to both the base bid revetment and alternative living shoreline projects along the
center segment is construction of a continuous elevated pervious Hogslat concrete sidewalk 10
feet wide along the shoreline landward of the revetment, an extension of the existing vinyl
CfCh!-�� i�-
r ry `v
Carteret Community College Shoreline Improvements February 20, 2020
Major CAMA Permit Application — Narrative Page 3 of 6
FEB 2 4 2020
DCM-MHD CITY

retaining wall approximately 80 feet to the west and 160 feet to the east to front the existing
buildings, and repair of stormwater outfalls.
Eastern Segment— Base Bid Revetment Project - Shoreline fronting the welding and
construction trades building. Improvements under the revetment project along this segment
of the shoreline are similar to the improvements proposed for the western segment under the
base bid revetment project. Revetment improvements involve complete removal of the concrete
debris down to the ground beneath and replacement with a graded riprap revetment with a filter
layer on the ground, an intermediate stone size fill and a layer of larger armor stones. A
concrete and vinyl cutoff wall will be constructed along the landward edge of the revetment with
an approximate length of 310 feet. The top of the wall will be at the ground level. A plan of
these improvements is shown on Sheet 04.
Eastern Segment— Alternative Living Shoreline Project. The living shoreline improvements
in the eastern segment are an extension of the offshore riprap sill and marsh grass planting
project along the western segment. The tops of the riprap sills with be nearly submerged at
high tide. Treated timber witness posts will be driven at the toe of the riprap with reflective
material at the top to serve as a warning for shallow draft boats navigating near the shoreline
and prevent them from running aground on the riprap sills (Sheet 13).
Common to both the base bid revetment and alternative living shoreline projects along the
eastern segment is construction of a continuous elevated concrete sidewalk 10 feet wide along
shoreline landward of the revetment, and construction of a second public observation deck with
a 5 ft. wide pier extending some 40 ft. from shore with a 12 ft. by 20 ft. platform on the seaward
end (Sheet 08). The platform will not extend more than 6' over the proposed wetland plantings.
This pier will be connected to the public elevated sidewalk and open to the public with
educational installed on the pier therefore a 10' width is recommended.
EXISTING CONDITIONS
Site Topography and Hydrography - The topography of the upland development site is
relatively flat varying from 4 to 20 feet in elevation on the site. The base flood elevation at the
site is 9 feet (NAVD 88 datum).
RECEIVED
Carteret Community College Shoreline Improvements
Major CAMA Permit Application — Narrative FEB 2 4 2020
February 20, 2020
Page 4 of 6
DCM-MHD CITY

Land Use — The use of the site is as a state-owned college with academic, administrative, civic
center & research buildings on the site.
Wetlands - There are small pockets of coastal wetlands near the east and west ends of the
shoreline repair project. These wetlands will not be impacted as part of the project. There are
no wetlands where the piers will be located. There are existing oyster clusters along the base of
the riprap to be removed and small oyster beds located seaward of the shoreline. These oyster
clusters will be removed and relocated on -site.
Areas of Archeological or Historic Value — There are no known areas of archeological or
historic value on the site.
Navigation —The three (3) proposed piers and the marsh sill will be located outside of the
setback from the federal channel. The federal channel boundary line runs parallel to the
shoreline.
Stormwater — The College is working with a consultant to combine the existing INC state
stormwater permits for the site. The consultant is working with Christine Hall from NCDEQ.
METHODS OF CONSTRUCTION
Construction of the piers, shoreline stabilization, and marsh sills will be by conventional marine
construction equipment including barges and cranes. The equipment will be onsite only a
sufficient time to complete the pile driving, pier installation, and shoreline protection work.
Materials for in -water improvements will be stored in upland areas and transferred to barges for
in -water construction. Timber pier piles will be driven into the substrate to minimize turbidity.
PROJECT SCHEDULE
Construction of shoreline improvement project is expected to start soon after permit issuance
and within the permitted time frame.
Carteret Community College Shoreline Improvements ___RFCr:1VED February 20, 2020
Major CAMA Permit Application — Narrative Page 5 of 6
FEU 2 4 2020
DCM-MHD CITY

COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by North Carolina Legislature in July
2011. This bill eliminates the requirement for an environmental assessment (EA) for any project
requiring a Major CAMA permit. Therefore, the proposed project is not subject to N. C.
Environmental Policy Act review.
ADJACENT PROPERTY OWNERS
Letters notifying adjacent properties owners of the Carteret Community College Shoreline
Improvements CAMA Permit Application have been sent to the following properties owners by
certified mail. Copies of those letters are attached.
Adjacent Riparian Property Owners
N.C. Division of Marine Fisheries
3411 Arendell Street
Morehead City, NC 28557
Albert & Marie Libby
8775 SW 144th Street
Palmetta Bay, FL 33176
�ECEIVIia -
Carteret Community College Shoreline Improvements February 20, 2020
Major CAMA Permit Application — Narrative FEB 2 4 2020 Page 6 of 6
DCM-MHD CITE'

John Wade
From: Hall, Christine <[e-mail]>
Sent: Tuesday, December 10, 2019 9:07 AM
To: Hardison, Lyn; Weychert, Curtis R; [e-mail]; fritz.rohde;
[e-mail]; Dunn, Maria T.; Styron, Heather M.; Brownlow, Roy; Hair,
Sarah E CIV CESAW CESAD (US; Haines, Andrew; Mairs, Robb L; [e-mail];
John Wade; Hall, Rhonda B
Subject: RE: Carteret Community College Scoping Meeting
Lyn,
Thanks for including me in the invite; however, stormwater will not be able to attend on December 20th. Additionally,
there are other stormwater compliance concerns on campus that require additional discussion beyond the scope of this
proposed project. I will work with John Wade directly to see if a separate stormwater scoping meeting is needed.
To facilitate the discussion at this one -stop meeting, here are some general stormwater concerns regarding the
proposed project:
1. Much of the campus is covered by overlapping and conflicting stormwater permits. Additionally, improvements
and modifications within permitted areas have been made to the campus that were not submitted to
stormwater for review and approval. My understanding is that efforts are being made to resolve these issues in
a master stormwater plan and permit for the campus.
2. The information provided does not identify the type of material proposed for the walkway. It is noted that it will
be constructed upland of the 30' CAMA buffer; however, I couldn't find a discussion regarding the stormwater
setback/buffer. How does this project anticipate to meet or provide an exemption to the 50' vegetated setback
required in the 2017 stormwater rules? Of if this area is covered under a previous permit and it is intended to
remain covered under that permit — how will the applicable stormwater buffer rules from the applicable set of
rules be met?
3. 1 do not have any comments at this time on the shoreline improvements or piers.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
-----Original Appointment -----
From: Hardison, Lyn
Sent: Monday, December 9, 2019 5:06 PM
To: Weychert, Curtis R; [e-mail]; fritz.rohde; [e-mail]; Dunn, Maria T.; Styron,
Heather M.; Brownlow, Roy; Hair, Sarah E CIV CESAW CESAD (US; Haines, Andrew; Mairs, Robb L; [e-mail];
John Wade; Hall, Christine; Hall, Rhonda B
Subject: Carteret Community College Scoping Meeting
When: Friday, December 20, 2019 10:00 AM-11:30 AM (UTC-05:00) Eastern Time (US & Canada).
Where: STATEOP MEETME 30919-420-1374
Please mark your calendars for this meeting which will be held at Carteret Community College, McGee Bldg. board
room. See attached map.
For those that need to call in please dial 1-919-420-1374.
RECEIVED
If there are others that need to attend, please forward this invitation to them.
FEB 2 4
OCM-MHD CITY

Carteret Community College
Shoreline Improvements - Platform Dimension Table
Structure
Length (ft)
Width (ft)
Total Area (sf)
Existing Platform
13.67
26.25
359
Pier #2 Platform
20
50
1000
Pier #2 Finger Pier
6
40
240
Pier #2 Floating Dock
4
20
80
Pier #3 Platform
12
20
240
Total
1919
RECEIVED
FEB 2 4 2020
DCM-MHU CITE'

Carteret CommunityCollege
List of Parcels
Parcel PIN Owner Parcel Size (acres) Deed Referenced
637618217539000*
Carteret Community College Trustees
6.14 1636-8
637618310573000*
Carteret Community College
4.48
544-357
637618314691000* Carteret Community College 7.44
369-25
637618410639000* Carteret Community College 3.61
464-87
637618413985000*
Carteret Community College Trustees
6.49
1657-447
637618326043000
Carteret Community College
3.89
920-43
637618324176000
Carteret Community College
0.597
920-43
637618322193000
Carteret Community College Foundation
0.463
807-121
637618322116000
Carteret Community College Foundation
0.606
807-121
637618323245000
Carteret Community College Foundation
0.143
807-121
637618322236000 Carteret Community College Foundation
0.099
807-121
637618321206000 Carteret Community College Foundation
0.286
1613-308
637618320098000 Carteret Community College Foundation
0.323
738-99
637618312913000
Carteret Community College
0.784
1032-204
637618310974000
Carteret Community College
0.51
781-125
637618228180000
Carteret Community College Trustees
0.943
1 1237-484
637618226127000
Carteret Community College Trustees
3.43
1552-330
637617223029000 Carteret Community College Trustees
0.827
1636-8
637617222002000
Carteret Community College Foundation
0.41
1400-397
637617211974000
Carteret Community College Foundation
0.123
1400-397
637617220169000
Carteret Community College Foundation
0.792
1488-85
637618319945000
Carteret County
1.919
522-471
-
44.31
FEb 2 4 azo
DCM-MHD CITY

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1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
NORTH CAROLINA
Environmental Qualih
April 23, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnar a0cdenr.gov
SUBJECT: CAMA Permit Application Review
Applicant: Carteret Community College
Project Location: 3505 Arendell St, Morehead City, Carteret County
Proposed Project: Walking trial, observation piers, docking facility, and sill
BRAXTON DAVIS
Director, Division of Coastal
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gre-mg Bodnar at the address above by May 13, 2020. If you have any questions
regarding the proposed project, contact Heather Styron [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

P1�; (03 C� I�L115�1600
�� \ 2.Z.3oZ9DOC)
NHI16NN
FOR REGISTRATION REGISTER OF '/EEDS
Karen 5, Hardesty
Carteret County. NO
April 24, 2019 03:04 31 PM
BWC DEED 3 P
FEE. $26 00
FILE # 1636008
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $0 00 [No Consideration —Name Change]
Parcel Identifier No. 6376.17.22.30296000 and 6376.18.21.7539000
Verified by County on the day of. 20
V v4ail/Box to: Taylor and Taylor PA -- This instrument was prepared by: Derek Taylor Taylor and Taylor PA
Brief description for the Index: Tract on Hwy 70, Morehead City
THIS DEED made this .24-rW day of AXz- , 2019, by and between
GRANTOR
Carteret Community College Board of Trustees of Carteret Community College
3505 Arendell Street 3505 Arendell Street
Morehead City, NC 28557 Morehead City, NC 28557
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the Town of Morehead City, Carteret County, North Carolina and more particularly described as follows:
See attached EXHIBIT A
No title search was requested of nor performed by the attorney preparing this Deed.
No portion of the property herein conveyed includes the primary residence of a Grantor.
See Exhibit A attached hereto for reference to the Books and Pages of the recorded deeds by which the Grantor acquired the property.
RECEIVED
FEB 2 4 2020
NC Bar Association Foam No. 3 ©1976, Revised ©1/12010 -
Printed by Agreement with the NC Bar Association DCM.MHD CITY

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same
in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
Restrictive covenants, easements and rights of way of record, if any.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
CARTERET COMMUNITY COLLEGE
By:
ohn Hauser - President
State of North Carolina
County of Carteret
I, the undersigned Notary Public of the County and State aforesaid, certify that John Hauser personally came before me this
day and acknowledged that he is the President of Carteret Community College, a North Carolina corporation and that by authority
duly given and as the act of such entity, he signed the foregoing instrument in its name on its behalf as its act and deed.
WITNESS my hand and notarial stamp or seal, this � 77 . day of I t 1 2019.
illilli
OM�LIA 4 rr'rr,.
;. My.Commissior es: n2b
�ix Zea`9�.�_
�9 Getic : v
UOU0 ,,0%%
Notary Public
Ornfim i
Notary's Printed or Typed Name
RECEIVED
FEB 2 4 2020
NC Bar Association Form No. 3 © 1976, Revised © 1/1/2010 DCM_�uIFID CITY
Printed by Agreement with the NC Bar Association

EXHIBIT A
STATE OF NORTH CAROLINA CARTERET COUNTY
Tract I (Parcel number 6376.17.22.30296000):
BEING all of that certain property shown and described by survey entitled `BOUNDARY AND SIGN
LEASE SURVEY FOR CARTERET COMMUNITY COLLEGE AND GEORGE AJLOUNY", prepared
by Arthur R. Denning, PLS, dated August 22, 2016 and recorded in Map Book 33, Page 341 in the Carteret
County Registry.
This foregoing property is conveyed subject to that certain perpetual Lease Agreement for the two sign sites
designated as TRACT 1 and TRACT 2 on the aforesaid survey recorded in Map Book 33, Page 341, a
Memorandum of said Lease Assignment being recorded in Book 1552, Page 24, Carteret County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1552, page 23.
A map showing the above described property is recorded in Map Book 33, page 341.
Tract II (Split from parcel number 6376.17.22.30296000 and added to parcel number 6376.18.21.7539000):
BEING that certain tract or parcel of land designated as "Tract 2" and described by plat entitled
"Recombination Survey for Janette G. Ajlouny Revocable Trust and Carteret Community College" which
is recorded in Map Book 32, Page 253 Carteret County Registry and to which reference is hereby made for
a more particular description.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1423, page 337.
A map showing the above described property is recorded in Map Book 32, page 253.
Tract III (Part of parcel number 6376.18.21.7539000 previously parcel number 13014F0423):
Beginning at an iron pipe located in the southern line of the Tom Potter Oil Company Property as recorded
in deed book 346, page 449, thence from said iron pipe and following the western line of what is now Carteret
Community College Property, S 06-04-00 E, 680.60 feet to an iron rod set at mean high water of Bogue
Sound; thence following said mean high water line the following bearings and distances: N 53-50-15 W,
56.01 feet; N 78-13-26 W, 44.82 feet; N 39-21-23 W, 94.05 feet; N 45-19-22 W, 217.48 feet; N 52-08-38 W,
95.05 feet; N 54-12-37 W, 81.34 feet; N 52-56-02, W 71.79 feet; N 62-38-02 W, 102.09 feet; S 86-09-36 W,
15.73 feet; S 71-48-14 W, 23.15 feet; S 33-24-57 W, 60.54 feet; thence leaving said mean high water and
following the eastern line of A. Libby and Claude Moon, N 03-54-29 E, 105.48 feet to an existing iron pipe;
thence continuing with said line N 03-54-29 E, 264.13 feet to an existing iron pipe in the southern line of
Tom Potter Oil Company, thence along said line S 80-16-21 E, 574.53 feet to the point and place of beginning,
containing 6.28 acres. For additional reference see General Grading Plan by Stroud Engineering, P.A.,
dated March 10, 1994.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 740, page 17.
RECEIVED
FEB 2 4 2020
NC Bw Association Form No. 3 © 1976, Revised© 1/1/2010 UCM-MHC ary
Printed by Agreement with the NC Bar Association

m5TATE
077
—
rrrf Tyr' —
RU v Y 1 \� ✓,��'
y :t .1�J615'86 85
NM C1ROW!4, CAPTEREf
The foregoing cod",.- Z- s) of
is (are) certif;ed in 'l3 correct. This instrum nt was
sented for regist-Mon and recorded in this offic
N Pa,
This "day of ,19 & at L�D'clo�h 1
Sharon Piner
Deputy
Recording 79me, Book and Page
13 14-F-4-22
t; Tax Lot No . ................................. ..... ......... .................... I...................... Parcel Identifier No..........-................ ..................... ...........
.
Verified by ........................................ ..... County on the ................ day of ............... ............ V
..
A:
by..............................................:.............................................................._................................................................................................
Mail after recording to
. _............ ........ .......... ..... ......................... ..................... ................
+ This instrument was prepared by .. Henrx S . Manning, Jr. , P . O. Box 109, Raleigh, NC
Brief description for the Index
2 tracts Morehead Townshi
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this .....11..... day of............AL1g.U.S.t................................ 19-8,6...... by and between
GRANTOR ; GRANTEE
Standard Products of North
Carolina, Incorporated
RECEIVED
FEB 2 4 2020
[ACM-MH® CITY
Carteret Technical College
3505 Arendell Street
Morehead City, North Carolina.
28557-2989
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.q, corporation or partnership.
The designation Grantor and Grantee as used herein: shall include said parties, their heirs, .,successors, and assii
shall include singular, plural, masculine; feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
acknowledged, has and by these presents does grant; bargain, sell and convey unto the Grantee in fee simple,
certain lot or parcel of land situated in the City of ..........MorehE ad,. Morehead ..............:. T<
Cartgre.t.......... County, North Carolina and more particularly described as follows:

RECEIVED
FEB 2 4 2020
DCM-MHD CITY
The property hereinabove described was acquired by Grantor by instrument recorded in ............................................
A map showing the above described property is recorded in Plat Book ............................... page.......................
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto bel
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right
the same in fee simple, that title is marketable and free and slept• of all encumbrances, and that Grantor will wa
defend the title against the lawful claims of all persons whomsoever except for the exceptinns hereinafter stetted.
Title to the property hereinabove described is subject to the following exceptions:
Subject to the right of way of the spur track of Atlantic & North Carol
Railroad Company as set out in Book 18, page 11, and the right of way o
the State Highway Commission; and easement to Carolina Telephone & Tele
Company recorded in Book 180, page 155; all in the Office of the Regist
of Deeds of Carteret County.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or If corporate, has caused this Instrument to he s
corporate name by Its duly authorized officers and its seal to be hereunto affixed by authority of Its Board of Directors, the day an
above written.
Standard -Products of North.Carolina,
�,� -• -� --- (Corporate Name) �
__Pr (dent
AWTgan Y .
ov.,....,�,
✓ �!
_______________Secretary o orate Seo1)
Z�lc----------- _------------------ _------ _------------ _-------
-------------------
--------------------------------------------------------
0
k
v
SEALpe'F/1MPi-•.�,..
�. 1&RTHLCARALWA- ----------- .-. ..____------- _____County.
• ", - _
1, a Notary Public of the
County_ and State .aforesaid certify that
------
..
. n
:� personally appeared before
-
me this -day and acknowledged the execution of the fpreRpine Instrument.
p hand and official stamp or
seal, this ._. _._. day of _.___..__
Mycommission expires: _____-______------- __________ ________ _____________
_ ._______-___- N�
SEAt.-STAMe
NB aLLC.aAtR.lIM, _______C
�. --------- county.
T /n' aIJ/
1. n Nnlary Public of the
County and 6tata aforesaid. eertlfv that
_-✓��J_✓._�-_. `�• 'YAV I
..

EXHIBIT A
TRACT 1:
FiG°.C;r�,aOi�D
F Eb Z 4 b)YU
®CM.MHD CITY
In Morehead Township: The south 50 feet of Lot
Twenty -Four (24), part of Lot Thirty -Five (35), and all of Lot
Thirty -Six (36), of the John C. Banks Subdivision, according to
the map thereof (not recorded) by Philip K. Ball, Registered Sur-
veyor, made September, 1949, described by metes and bounds, as
follows:
.Beginning at a point in the north line of the right of
way (see Book 18, page 11) of the spur track of the Atlantic &
North Carolina Railroad Company, it being the southeast corner of
the lot conveyed by John C. Banks to R. W. Taylor & Company by
deed recorded in Book 121, page 536, office of the Register of
Deeds of Carteret County; also, it being the southwest corner of
Lot 36 aforesaid; runs thence North 40 00' East, along the west .
line of Lot 36 and Lot 24, 83 feet to a point in the west line of
Lot 24 of said map; thence South 860 00' East, 100 feet to a
point in the east line of Lot 24, thence South 40 00' West, 53.2
feet to the north line of the right of way of said spur track;
thence North 590 30' East, along the north line of said spur
track, 70.5 feet to a point; thence South 40 00' West, approxi-
mately 86 feet to the north line of R. W. Taylor & Company; and
thence North 830 017' West, along the R. W. Taylor & Company
line, approximately 159.4 feet to the point of beginning; and
being the identical lands conveyed to Grantor herein by deed from
R.. W. Taylor & Co.,.Inc.,,.dated.July 6,:1964.:and:duly repIorded,in
the Carteret.county Registry in Book 252, page 480.`.
TRACT 2:
B all that certain other parcel of land conveyed to
Grantor
1964.
e ing
by deed from R. W. Taylor & Company, Inc., dated July 6,

850 49' West, 133 feet; thence North 5° 06' West, crossing the
right of way of the spur track of the Atlantic and North Carolina
Railroad, and the paved State Highway, 534.7 feet to a point;
thence South 791 20' East, crossing the paved State Highway,
181.8 feet to a point in the east line of the dead end of Banks
Street; thence South 40 58' West, 143.5 feet to the point of be-
ginning.
NOTE: Tracts 1 and 2 described above comprise all of the
property owned by Grantor that is adjoined on the East by proper-
ty now owned by Grantee, and adjoined on the West by property
owned by the State of North Carolina.
x
RECEIVED
' FEb z 4 J
DCM-MHD'CITY

Prepared by John H. Phillips,' attorney, Morehead City, N. C.
IfARRANTY DEED
NORTH CAROLINA, CARTERET COUNTY
This Deed, made this 27th day of September, 1974, by ZAPATA
HAYNIE CORPORATION, a Virginia corporation, formerly Carolina
Menhaden Products, Inc., with an office and place of business. In
Baltimore, Maryland, party of the first part, to THE BOARD,OF
TRUSTEES OF CARTERET TECHNICAL INSTITUTE; ITS SUCCESSORS AND FEB 7?t%�ZQ
ASSIGNS, of Carteret County, North Carolina, party of the secor0CM_MHU v1,r)
part:
WITNESSETH, that said party of :the first part in :,consideration
of One Hundred Dollars (4100.06) and other good and. Valuable 'con-
siderations to it paid by -party of the second part; the .receipt
of which is hereby acknowledged;, has bargained and sold,.and by
these presents does grant, bargain, sell and convey to said 'party
of the second part, its successors and assi0s;...a.certain :tract
C_ or parcel of land in Morehead.Township, Carteret County; North
Carolina, more particularly described as follows:
BEGINNING at a concrete monument in the east side of an access
road leading to U. S. Highway #70, which point is the south-
west corner of the present North Carolina Highway Patrol Sta-
tion tract and the present northwest corner of the Carteret
Technical Institute property; running thence along the west
line of the Carteret Technical Institute property S. 8-39'
00" W. 313.13 feet to an iron post in the highwater mark of
Bogue Sound; running thence along the highwater mark N: 80
?ii;11 57'50" W. 10.0 feet; S. 67-22' W. 52.19 feet; S. 31-04130" W.
66.10 feet; S. 80-32'40" W. 369.12 feet; S. 67-39'40" W. 131.07
r!- feet; N. 85-59'40" 1-1. 55.50 feet to an iron pipe, which pipe
wgvl 2 is situated in the southeast corner of that tract of land
�-X belonging to Standard Products, Inc.; running thence along.
�,� the east line of Standard Products, Inc. NT. 6-33140" E. 508.63:
feet; N. 83-54' W. 7.0 feet; N. 6-33'40" E. 87.74 feet;
_~;\u4 N• 37-54' E. 28.28 feet; N. 5-38135" E. 43.81 feet; N. 5.-48'.15"
,<< ' E. 38.05 feet; S. 80-00 E. 14.54 feet;.S. 86-01 to E.: 10:.45.
feet; S. 82-09' E. 25.65 feet; S. 74-45' E. 10.15 feet.; N. 9
11' E. 9.91 feet to a concrete monument;,:running thence S.,•83-:
r p 28'40" E. 116.4 feet to a concrete monument; thence S.- 273.51
.
t 20" IV. 27.9.5 feet; thence:S. 74-45'40" E..V0.95.feet; con-
0 MO :,;p_i tinuing thence S. 9-54130" E. 105.25 feet;. S. 83-37'.5.01! E...'.
t] "'! feet'to the point o£.
210.64 feet; S. 80-57'50" E. 123.95 .
beginning. Being the same property conveyed:to Carolina.
Menhaden Products, Inc. in Book 240, page 37.' Carolina Men=
D 1 C T" -; i+n w.\ iP PrnAnrta_ Tne— in

s.�
And the said party of the first part for itself and its
successors and assigns, covenants with said party of the
second part, its successors and assigns, that it is seized of
said premises in fee and has right to convey in fee simple;
that the same are free and clear from all encumbrances and
that it does hereby forever warrant and will forever defend
the said title to the same against the claims of all persons
whomsoever.
IN WITNESS WHEREOF, the said Zapata Haynie Corporation
has caused this instrument to be signed in its name by its
President and attested by its Assistant Secretary, with its
corporate seal hereto affixed, and all by order of its Board
of Directors duly given the day and year first above written.
(:Corporate Seal)
c9'rAT_.$TED e
EafX J. Cor
Jr.
ZAPATA k NIE CORPORATION
By
Allen-V. Haynie
President
I,a �lti�j
FEB 14 2C2U
"M-MI10 CITY
STATE OF MARYLAND, CITY OF BALTIMORE
I, IA1,,, ,ems EbtAmah Fn,r42 , Notary Public, do
hereby certify that personally appeared before me this day
Allen W. Haynie, who, being by me duly sworn, says that he
is the President of Zapata Haynie Corporation, and that he
knows that Earl J. Conrad, Jr. is Assistant Secretary, and
that he knows the common seal of said Corporation; that the
Corporation's name was subscribed to the within Warranty Deed
by him as President and was attested by its Assistant Secre-
tary, with its corporate seal thereto affixed, and all by order
of its Board of Directors duly given, and that the said instru-
ment is the act and deed of said Zapata Haynie Corporation.....:......
Witness my hand and Notarial Seal, this �T:::'
Dan�(ia2 1974..

* STATE CORPORATION .COMAIsatON...''
416)fMO14D, V1'RGMN1i-!'.
to,��` �,41t�u111��a.�,��1`�l�l � � h � i�l�t�� ��
j//' on December 31, 1973,
by amendment of its Articles of Incorporation, the name of
Haynie Products, Inc., was changed to Zapata Haynie Corporation
RECEIVED
FEB 2 4 ' uo
®CM-MKD CITY
k

STATE OF NORTH CAROLINA
COUNTY OF CARTERET
D E E D RISC
OCM.MHU
THIS DEED, made this the /-2A day of /-t/-Gu c- � :1 . ,
1982, by the STATE OF NORTH CAROLINA, a body politic and corporate, party
of the first part, to CARTERET TECHNICAL INSTITUTE, party of the second
part;
j! W I T N E S S E T H:
THAT, WHEREAS, the Department of Natural Resources and Community
is
IDevelopment of the State of North Carolina has authorized the execution of
I this instrument; and
iI
j! WHEREAS, the Council of State at a meeting held in the City of
i Raleigh, North Carolina, on the,2nd day of February, 1982, approved this
conveyance and directed execution of this instrument;
NOW, THEREFORE, in consideration of the sum of TEN DOLLARS and
other good and valuable consideration to them paid by the party of the
second part, the receipt of which is hereby acknowledged, the party of the
first part has bargained and sold and by these presents does hereby bargain,
sell and convey unto the said party of the second part, its successors and
assigns, all those certain tracts or parcels of land situate, lying and

of Hogue Sound; runs thence with said mean high water line
the following courses and distances; North 84 deg. 03 min.
West 228.2 feet; South 82 deg. 02 min. West 198.6 feet;
South 80 deg. 10 min. West 339.4 feet to a point, a corner
of the Wallace Fisheries property; runs thence North 5 deg.
00 min. East 357.1 feet to a point, a corner of property
occupied by the N. C. Highway Patrol; thence with the line
of the Highway Patrol property South 89 deg. 03 min. East
199.6 feet to a point; thence North 5 deg. OO min. East
400.25 feet to a point in the soutiern right-of-way line
of U.S. Highway No. 70; and runs thence with said right-of-
way line South 84 deg. 15 min. East 543.8 feet to the point
of Beginning, containing 9.85 acres more or less, and being
all of Tract "A" as shown on a plat of the "Camp Glen Prop-
erty" of the N.C. Department of Conservation and Development,
made by J. G. Hassell, registered surveyor, and dated
November 1966.
TRACT II
Located in Morehead Township, Carteret County, North Carolina,
and being more particularly described as: BEGINNING aL an iron
pin located North 84 deg. 15 min. West 200.00 feet- along the
south right-of-way of U.S. Highway 70 (also known as Arendcl.l
Street) from an existing bolt in the centerline of tho south-
ern extension of 35th Street; said beginning point also being
the northeast corner of Tract A and the northwest corner of
Tract B as shown on a plat entitled "State of North Carolina,
Department of Conservation and Development, Division of (Am-
mercial and Sport Fisheries; Camp Glen Property" by J. G.
Hassell RLS dated November, 1966. Thence with the south right-
of-way of U.S. 70 South 84 deg. 15 min. East 31..01 feet to an
iron stake, a new corner; thence along a new line South 04 deg.
24 min. West 641.65 feet to an iron stake, a new corner at the
high water mark of Bogue Sound; thence with the high water
mark of Bogue Sound North 75 deg. 40 min. West 31..47 foot to
an iron stake, the southeast corner of Tract A; thencr with
the east line of Tract A North 04 deg. 24 min. Gnst 636.95
feet to an iron pin, the point and place of Beginning. It
being the intent of this instrument to convey a 31 foot wide
strip east of and adjacent to Tract A and running from U.S.
Highway 70 to Bogue Sound. Containing 0.454 acres more or
less.
TO HAVE AND TO HOLD the aforesaid tracts or parcels of Land and all
privileges and appurtenances thereunto belonging to the said party of: the
second part, its successors and assigns, forever.
IN TESTIMONY WHEREOF, the State of North CarolInn has caused this
instrument to be executed in its name by JAMES B. HUNT, JR., Governor,
attested by THAD SURE, Secretary of State, and the Great Seal of the State
of North Carolina hereunto affixed, by virtue of the power and authority R1
aforesaid, all as of the day and year first above written.
/"�� 7 DEW APPROVED FOR'RE>;T A7r0N CITY

STATE OF NORTH CAROLINA
APPROVED AS TO FORM:
RUFUS L. EDMISTEN
Attorney General.
BY:
Assist6nt Attorney General
�lcu�u
gny ,m
RECEIVED
FEB 2 4 2020
DCM-MHD CITY

STATE OF NORTH CARULINA
COUNTY OF WAKE
I, DEBORAH AYA CANDLER, a Notary Public in and for the County and
State aforeeaia, do hereby certify that JAMES B. HUNT, JR., Governor of the
State of North Carolina, and THAD SURE, Secretary of State of North Carolina,
personally came before me this day and being by me duly sworn says each for
himself that he knows the Great Seal of the State of North Carolina and that
the seal affixed to the foregoing instrument is the Great Seal of the State;
that JAMES B, HUNT, JR., Governor of said State, and THAD SURE, Secretary of
State, subscribed their names thereto, all by virtue of a resolution of the
Council of State; and that said instrument is the act and deed of the State
of North Carolina.
IN WJ/ITNESS WHEREOF, /I have hereunto set my hand and Notarial Seal,
this the Jot m day of198 .
My Commission Expires:
61p tonimwaon E,pues 8-21-a;
60A Li6 Q v* � "?
NOl3TH CA`?OLINA, C,N`,tTERET .CO INIY�� /1L
The fores;oin? ceriiCcats(s) 01'
is (are) cer'iified to he correct. This instrument was pre-
senteeaistratio; d recorded in this offer err
Thislsday of g i at�� O'clockem.
Sharon Piner
Register) eP�eeds 1
1/I AAA
Notary Public
,
Ydil 'w
RECEIVED
FEB 2 4 2020
DCM-MHL) Cry

iUa Co3iC�lBI-11 3i85oc�C�
RECEIVED
FEB 2 4 2020
DCM-MHD CITY
NORTH CAROLINA NON -WARRANTY DEED
FILE 51411
FOR REGISTRATION REGISTER OF DEEDS
Karen S Hardesty
Carteret County. NC.
December 16, 2019 03:31 33 PM
BWC DEED 3 P
FEE: $26. 00
FILE # 1657441
Excise Tax: - 0 — I \ CGS 105-22828)
Parcel Identifier No. 637618413985000 Verified by _ County on the day of _ 20
-_,MaibSox to: Taylor and Taylor, PA
This instrument was prepared by: Derek Taylor, Taylor and Taylor, PA
Brief description for the Index: McGee Building and Lot, 6.49 acres
THIS DEED made this day of 20 , by end between
GRANTOR
Carteret County (a NC body politic and corporate)
302 Courthouse Square
Beaufort, NC 28316
UKAN LEE
Board of Trustees of Carteret Community College
3505 Arendell Street
Morehead City, NC 28557
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and &hell include
singular, plural, mascultne, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is bareby sclaowle ipti, has and
by these pmsenb does grant, bargnhl, sell and convey unto the Grantee in tea simple, all that certain lot, parcel of land situated in
Morehead City, Morehead Township, Carteret County, North Carolina and more particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HERE BY REFERENCE
NO TITLE SEARCH REQUESTED OF NOR PERFORMED BY DRAFTING ATTORNEY
The property herohtabove described was acquired by Grantor by instrument recorded in Book 1238, page 476.
No portion of the property herein conveyed includes the primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtemnces thereto belonging to the Onmbee In
fee simple.
Page I of
NC Bar Arooiriim Form Na 7 0 7IM13
Prinmd by Ayexm ord whh the NC Bar Anoob6m North Carolina Bar Maocktim — NC Bar Form Na 7
Noah Carobs Aaaa4lion of Rabom. Ire. — Standud Form 7C/3�

The Grantor m no warranty, express; or implied, as to title to the property hereinebove described.
IN WITNESS WHEREOF, the Grantor has duly wwcutod the foregoing as of the day and year first above written.
CARTERET COUN,,TT�Y//
,S/, �(SF�)
Rachel Hammer, Cleric to fhe
Carteret County Board of Commissioners
State of North Carolina
ar
`^'haa�
(SEAL))
Merit Mal mlield,Cof
Carteret County Board of Commissioners
County of Carteret
I, the undersigned. Notary Public of the County and State eforoeeld, certify that Mark MansfietdpenonsEy appeared before me
thla day and ecimowledged that he is the Chairman of the Board of Commissioners of Carteret County and that by authority duly given
and as the act of Carteret County, the foregoing hnstrunc t was signed in the County's name by ouch Chairman of the Board of
Commissioners. a
Witness my hand and Notarial Seal this the I day of PCCC .lit & . 20 1 1.
PNEFE
(SEAL) d
M,cvmmi004 aypirty: ro OTARyp" a3
�►�jtRC/M Notary Public
State of North Carolina ',�fFT COUN�y `
Canty of Cartenat
I, the lmdersigoedNotary Public oftbo County and State aforesaid, certify thatRachel Hemmer personally appeared before roe
this day and acknowledged that she is the Clark to the Board of Commissioners of Carteret County and that by authority duty given and
as the act of Carteret Canty, the foregoing instrument was signed in the Cornrty's name by such Clark of the Board of Commissioners
Witness my hand and N,,nu l Seal this the J�A day of _Dezey LOy 20 11,
(SEAL) ,F PNkE FERc'%
LOMVAIshlM
f'OBL1G ,•mac `
`cRFT C- 0\
NC Bar Awoktim Form No. 7 0 7/2013
Fdoted by Aarmmmt Wfth tha NC Bar Awmadw
—5¢� VD le ._ _ e( (ft Notary Public
RECEIVE®
FEB 2 4 ?V0
Faaa 2 of 3 ®CM-MFIi> e. "" Y
Nodh Camlina Bar Auoaktion —NC Bar Farm No. 7
North Cuolioa Auookdm of Raanore, Tar. — Sta dud Form 7

STATE OF NORTH CAROLINA COUNTY OF
CARTERET MOREHEAD TOWNSHIP
Part of Parcel ID - 6376.18.41.3985D00
Empall - A certain parcel of land and all improvement located thereon which is described as beginning at a
painted merle on the South edge of a aklawak said mark being N 94" 15' 00" W,171.23 feet from a magnetic
nail ad at the intersection of the southern right-of-way margin of U.S. highway 70 and the centerline of 35a
Street extended and from this Point and Place of Beginning for a fast call of S W 24' 00" W, 641.25 fed to a
point in the high watermark of Bogue Sound; thence along and with the high watermark of Bogue Sound N
95" 2T 02" W, 68.74 foot to a poi thence N 79" 29' 11" W, 51.71 feet to a point; thenceN 70° 58' 35" W,
62.51 feet to a point; thence N 81 ° 31' 58" W, 82.24 feet to a point; OK= S 89° 02' 27" W, 14126 Seat to a
point thence leaving the high watonnark of Bogue Sound N 06' 14' 58" W, 316.00 feet to an iron pipe;
0tence N 04" 53' 45" E, 327.41 feet to a magnetic nail ad in or near the southern adge of a sidewalk; thence
along and with said sidewalk S 940 15'00" E, 459.01 [bet to the Point and Place of Beginning containing 6.49
acres more or less. This property is the same as depicted tarpon that u necorded survey map entitled "Survey of
Area For heed of Trust Prepared For Carteret Community College and Carteret County," dated Jame 20, 2007
and prepared by Powell Surveying Company, P.A.
Reserved from the above described property is a perpetual, nonexclraive easement for Ingress, egmse,
regress and placement of utilities as described below:
$pie; A twenty-four (24) foot wide easement which is bounded twelve (12) had on either aide of a
centerline running from a beginning point located in the eastern property line of the above -described Property
which is S 04" 24' 00" W, 12 fed ftcm a painted mark on the South edge of a sidewalk located N 841 15' DO"
W,171.23 fed from a magnetic nail set at the intmoction ofthe southern right-of-way margin of U.S. Highway
70 and the centerline of 3501 Strout extended, and thence running; N 841 15' 00" W, 459.11 fed to the
terminating point of the centerline in the western property line of the above described Property.
R.vment A: A thirty (30) foot wide easement which is bounded fifteen (15) feet on eitbar aide of a
centerlino running from a beginning point located in the southern edge of a sidewalk, said point being N 941
15, 00" W, 31021 feet limn a painted mark on the South edge of the same said sidewalk, that mark being N 84°
15' 00" W,171.23 fed from a magnetic nail ad at the intersection of the southern right -of --way margin of U.S.
Highway 70 and the centerline of 3501 Street extended and front this beginning running S 050 45' DO" W, 14033
feet to the terminating point of the centerline of the easement.
j&Wj at C: A twenty-four (24) foot wide casement which is bounded twelve (12) fed on either side of a
centerline beginning at a point which is the terminus of Easement B above and running N 84° 25' 49" W,
146.51 fed to the terminating point of the centerline in the western property line of the above described
ProPerty.
Conveyance of Property is subject to the above easement and all other easements, cove" r of
record. Grantor and Grantee are tax-exempt entities 41
FEB L 4 2020
Paae3 of E)CM-MI-11) CITY
NC Bar AaDmirbon Form No. 7 O 72013
Prl by Apmrmt with ewNC Bar Ammiaboo North Caro ma Bar Amod0oo -NC 9c Form No. 7
Norm Carolha Ar DdWon of Ralson, Ino. - StanMtd Form 7

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carteret Community College c/o Arendell Engineers
2. LOCATION OF PROJECT SITE: 3505 Arendell Street, in Morehead City, Carteret
County.
Longitude: 34°43'21 Latitude: 76°45'23
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/16/2020
Was Applicant Present — No
Photos Taken — no
5. PROCESSING PROCEDURE: Application Received:
Officially Submitted: 1/30/2020
Complete — 3/16/2020
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Morehead City- Certified 9/28/2007
Land Classification from LUP — Public Institutional/Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment: Existing — Morehead City Sewer
Planned - None
(F) Type of Structures: Existing — research pier, platform and slip with boatlift,
riprap, buildings, existing utilities, Mariculture
Demonstration Center
Planned -Public walking trail, two smaller observation piers,
a 1-slip pier with a kayak launch, shoreline
stabilization and sill installation
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow bottom
N/A
18,567 ft2
N/A
(B) Open water
N/A
N/A
3,100 ft2
shaded/Inc.
(C) High Ground
N/A
21,335 ft2
N/A
(D) Coastal wetlands
N/A
N/A
320 sf shaded
(D) Total Area Disturbed 43,322 ft2
(E) Primary Nursery Area: No
(F) Water Classification: HQW/SA Open: Yes
8. Project SummarX:
The proposed project is for the construction of a public walking trail, two observation
piers, a 1-slip docking facility with kayak launch, shoreline stabilization and sill

Field Investigation Report
Carteret Community College
3505 Arendell Street
Page 2 of 3
construction.
9. Narrative Description:
The Carteret Community College/CCC Trustees project is located at 3505 Arendell Street
within Morehead City, Carteret County. The site is found by following 70 East
(Arendell St.) towards Carteret Health Care hospital. The college will be located directly
across from the hospital entrance along Arendell St. The site location is along the entire
south side of the college property.
The college property is 44.3 acres (1,929,925sf) in its entirety and 4' to 20' above nhw
depending on location and is along Bogue Sound and consist of five parcels. The upland
vegetation mainly consists of lawn grasses and trees. There are wetlands along this area of the
property and consist of Spartina alterniflora, Spartina patens, Juncus roemerianus and non -
coastal wetlands. There are existing groins and breakwaters along the property (cove areas)
that were permitted in the past.
The Division of Water Resources classifies this area as HQW/SA Waters. This area of Bogue
Sound is not designated as a Primary Nursery Area and is open to the taking of shellfish. The
Morehead City Land Use Plan classifies this area as Public Institutional with Conservation
within the AECs. Water depths within this project location are -6 inches nlw/mlw to -12'
nlw/mlw (field verified), depending on location. The bottom substrate is sand and there are
SAV located and marked within the western cove area around 303 College Circle. The width
of the waterbody within this location is approximately 2,800 feet plus per Google Earth. The
east edge of the property is 245' from the setback of the AIWW. A previous major permit 18-
18 was issued as well as a previous Stormwater permit 960424.
10) Proposed Development:
As a part of the Colleges waterfront access project and implementation of living shorelines
with the help of grant funding through the National Fish and Wildlife Foundation's
Emergency Coastal Resilience Fund, the applicants are proposing the construction of a
public walking trail, two observation piers, a 1-slip docking facility with kayak launch,
riprap shoreline stabilization and sill construction.
The applicants are proposing to construct a 10' wide pervious sidewalk/walkway around
the outer boundaries of the five parcels that encompass the CCC/CCC Trustees campus.
The sidewalk/walkway would start along the eastern Arendell Street side of the campus
and extend south towards Bogue Sound, follow along the south side of the campus (along
Bogue Sound) to the west and then extend north towards Arendell Street. All portions of
the sidewalk/walkway within the 30' CAMA buffer would consist of elevated slatted
concrete panels which is a pervious design. The total BUA within the 75' CAMA AEC is
11.6% with a total of 41.5% BUA for the entire tract/tracts. Carteret Community
College/CCC Trustees is currently working with NCDEQ Stormwater section on
modyfying their current stormwater permits (#960424) for the site.

Field Investigation Report
Carteret Community College
3505 Arendell Street
Page 3 of 3
The first of two proposed observation piers would be located along the western portion of
the college parcels and directly south of the CMAST and Aquaculture Laboratory
Buildings. All portions of the pier and platform would be landward of NHW
approximately 5' to 7', would connect to an elevated sidewalk and would be open to the
public. The fixed pier would be 10' x 24' and intersect a 10' X 20' platform and would be
located approximately 90' from the western riparian access line. Per the applicant, due to
ADA regulations the access would be 10' wide. To the east approximately 750' from the
proposed observation pier one location is an existing one -slip docking facility that would
remain unchanged.
The second proposed observation pier would be located along the east side of the property
approximately 300' from the eastern riparian access line. It would be located along the
parcel east of the Civic Center property. The access would connect to the proposed
pervious sidewalk/walkway and extend south for 30' and intersect normal high water. It
would then continue for the final 26'. This portion would be located over coastal wetlands
and would be elevated a minimum of three feet above substrate. The fixed pier would be 5'
x 56' (total length) and intersect a 12' x 20' t-head platform. A 7' x 20' section of the
platform would be located over a section of proposed marsh sill.
The final pier proposed for the project is a one -slip docking facility with a kayak launch. It
would be located approximately 700' to the west of the eastern riparian access line and 245
landward of the AIWW setback. The width of the pier would be 10' wide and would
extend from the proposed walkway/sidewalk over high ground for 46' until it intersects
high water and then continue south for 32' over coastal wetlands and a portion of the
proposed sill. It would continue over open water for the final 58' and would intersect a 20'
x 50' 1-head platform (easterly direction). There would be a 12' wide x 40' long wet slip
on the landward side (northern) of the proposed platform. A 6' x 40' finger would extend
from the pier to the east and would help designate the wet -slip. A 4' x 20' floating kayak
launch would extend north 15' and along the landward side of the proposed fixed finger
and would be accessed by a gangway.
The applicants are also proposing to stabilize the existing shoreline with rock riprap within
two sections that need to be replaced. They are proposing to use NCDOT #57 marl or
granite stone with a 6" thickness, NCDOT class B marl or granite stone with an 8"
thickness and filter fabric.
The first area for the riprap replacement for shoreline protection would be located along
the proposed one -slip docking facility with kayak launch. 360' linear feet of existing
concrete debris would be removed to the ground beneath, replaced with filter fabric,
smaller stone base with the larger riprap on top. The base of the riprap would be a
maximum of 20' wide. A 330' concrete and vinyl cutoff wall would be constructed
landward of the proposed riprap with the top of the proposed wall at ground level and
would then tie into the existing vinyl wall along the center segment. Per the applicant the
purpose of the wall is to minimize and attenuate water runoff from the land at the back of
the riprap and keep soil from the upland from being eroded and scoured from landward of

Field Investigation Report
Carteret Community College
3505 Arendell Street
Page 4 of 4
the revetment.
The second proposed rock iprap area would be located along the eastern side of the
property and within the area of the proposed observation platform number two.
Approximately 295' linear feet of existing concrete debris would be removed to the ground
beneath, replaced with filter fabric, smaller stone base with the larger riprap on top. The
base of the riprap would be a maximum of 20' in width. A 310' concrete and vinyl cutoff
wall would be constructed landward of the proposed riprap with the top of the proposed
wall at ground level.
The final portion of the project is for the construction of an offshore sill along the property.
The sill would start approximately 1,125' east of the western riparian access line. It would
be 12' wide, 1,280' long, 4' high and a maximum of 30' waterward of NHW. The top of
the sill would have an elevation of +2' and would have gaps every 200 feet with riprap sill
segments offshore of the gaps to help prevent erosion of the marsh at the gaps. The areas
landward of the sill placement shall be planted with Spartina Alterniflora.
11. Anticipated Impacts:
The proposed development would fill and usurp 18,567 ft2of shallow bottom habitat, shade
and incorporate 3,100 ft2 of open water and grade, shade 320 sf of coastal wetlands, fill
and disturb 21,335 ft2of high ground. A total BUA of 11.6% within the 75' AEC is
proposed with 41.5% for the entire tract. Because all proposed development is located
within the existing pier head lengths as well landward 245' of USACOE channel setbacks,
there should be no navigation issues.
Name: Heather M. Styron Date: 4/20/2020 Office: Morehead City

DUPLIN
PENDER
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AARENDELL
1004 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
www. arendellengineers. com
N.C. Certification No. C-1509
LENOIR
CRAVEN
JONES
ONSLOW
35TH STREET
,�� HIGHWAY 70
BOGUESOUND
PROJECT TITLE.
CARTERET COMMUNITY
COLLEGE SHORELINE
PAMLICO
CARTERET COUNTY
BRIDGES STREET
■ .:
LOCATIO
PREPARED FOR:
CARTERET COMMUNITY COLLEGE
3505 ARENDELL STREET
MOREHEAD CITY, NC 28557
DRAWING TITLE:
VICINITY MAP
AREA OF INTEREST
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DATE:
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DRAWN BY:
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SHEET #.
IMPROVEMENTS
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Esixting Conditions and Demolition Plan
Overall Site Plan
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_ _ _ _ — - - - - - - _ _ _ _ _ _
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J
EN
I' 1 / 1 / \ / 1 r 4s. / SCALE: 1 -- 60' SHEET #:
NO . DESCRIPTION BY DATE CLIENT: PROJECT: DRAWING TITLE:
DATE:,, 02/20/2020 c
,y ..... CIVIL. ` COASTAL • ENVIRONMENTAL CARTERET COMMUNITY COLLEGE
1004ARENDELLSTREET CARTERET COMMUNITY COLLEGE BASE BID DRAWNBY: JJW
MOREHEAD CITY, NC 28557 3505 ARENDELL STREET 04
NC 28557 SHORELINE IMPROVEMENTS REVETMENT PROJECT APPROVED BY: JWF \ J
PHONE : (252) 622-338 NOREHEAD CITY
www. arendellengineers. corn
N .C . CERTIFICATION NO. C-1509 PROJECT #: 19062

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r 1 ( 1 i 1 / 1 r 1 / SCALE: 1 _ 1 O� SHEET it
NO. DESCRIPTION BY DATE p CLIENT: PROJECT. DRAWING TITLE:
DATE:- CIVIL - coASTAL • ENV R _ Nh, AN,AL CARTERET COMMUNITY COLLEGE 02/20/2020
o 0 r
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE BASE BID SECTIONS DRAWN BY:MOREHEAD CITY JJW NC 3505 ARENDELL STREET 05
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS SHEET 1 OF 3 APPROVED BY: JWF • J
w ww. arendellengineers. corn PROJECT #.
N. C. CERTIFICATION NO. C-1509 19062
• i J ♦ i ♦ i ♦ 1 ♦ ,

l
5 + 18FORPERMITTING
USE ONLY
20 ' 20 '
•
• CEO 1/4',,'%
CONC . & VINYL � °°° ° °° °°
15 ' • • 15 '•
°®°o° CSS / °° /
EX . SIDEWALK TO BE . CUTOFF WALL IQ
°° O� °
REPLACED W/ ELEVATED ; �
•
•
a SEAL ro -
CONC . WALKWAY I _ �-- o
10 ' NCDOT CLASS B STONE MARL .• 10 : y o 10733 0
$ ^ o >
• I . • • • OR GRANITE , 8 " THICKNESS .4% I �'�
� / le /
N'`,�►,��''a ,ri EX . FIBERFORM , ---: ‘ CPG�
O 5' -w> �— . . 4 ' MIN . . . . . . . . . . 5 %,,� , i \��.
CONC . MAT i,,����� A ► r
BACKFILL • • � • - - - • •
ilk
& SOD s.� • . : NHW
0 '
40,
w0 . `-m•!�� — • •• NLW / leo
• . .
NCDOT #57 STONE FILTER FABRIC :
5 '
-5 ' MARL OR GRANITE ,
6 " THICKNESS
•
NOTE : ALL PROPOSED WALKWAYS : •
•
WITHIN 75 ' AEC BUFFER WILL BE - 15 ' • •
ELEVATED CONCRETE WILL B T . -20 ' 0 ' 20' 40 ' 60' 80
NOTE : EX . SHORELINE PROTECTION TO
OFFSET
BE SAW CUT & REMOVED IF LESS THAN
6 + 40
4 ' AWAY FROM EX . & NEW WALLS .
20' 20 '
•
15 ' •
15 '
EX. SIDEWALK TO BE •
•
EX. VINYL •
REPLACED W/ ELEVATED BULKHEAD W/ NCDOT CLASS B STONE •
CONC . WALKWAY 10 ' • TIMBER CAP MARL OR GRANITE , 10 '
•
8 " THICKNESS •
. . .
i•
•
z 5 , •
5 !
0 :. III Imo— 4 ' MIN EX . FIBERFORM •
Q
CONC . MAT •
' '��' • N H W
'aril , •
W 4 - NLW
w �"-- .
NCDOT #57 STONE
MARL OR GRANITE , : FILTER FABRIC
-5 •
•
•
- '
6 " THICKNESS 5
_ 10' • : - 10 '
•
•
_ 15 ' ; 15 '
-20' 0 ' 20 ' 40' 60 ' 80'
c -. r \ r 1 l IN r ' ( SCALE: 1 l _ 1 O� SHEET #. 1
NO. DESCRIPTION BY DATE CLIENT. PROJECT: DRAWING TITLE: —
DATE
''.: . CIVIL • COASTAL ENVIRONMENTAL CARTERET COMMUNITY COLLEGE 02/20/2020
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE BASE BID SECTIONS DRAWN BY: JJW 06
MOREHEAD CITY, NC 28557 3505 ARENDELL STREET SHORELINE IMPROVEMENTS SHEET 2 OF 3 APPROVED BY.
JWF J
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 `
www. arendellengineers.com
N. C. CERTIFICATION NO. C-1509 PROJECT #. 19062
` J C J \ / ` , \ / `

i N
10 + 50
FOR PERMITTING
USE ONLY
15 ' . . . : . . 15 '
VINYL \ AR\ t\ C
tc
BULKHEAD °0000aoacoQ0000 C � 4,
10 : : 10
..... 18; t.SS / oks,,,, t '
• W/ CONC . CAP • . •
RIPRAP ARMOR = o e
• __
SEAL
c'
5 ' 5 ' `s o 10733 o tr -
LAYER CLASS 2 - 3' O c
°°
0 III,. � . . N H W 1 N o°° x
• I
. : : : : : ::•�� �� ----.� EX GRADE : o
1
.,,,�� AM
w FILTER FABRIC • • �:w�a - . s - . ____-, NLW ��
• • • • r
Lii
5 ' •
NCDOT #57 STONE MARL
• • /
•
OR GRANITE , 6 " THICKNESS
•
•
•
NCDOT CLASS B STONE . . . . • • FILTER FABRIC
- 10 '
- 10 •
' MARL OR GRANITE
•
8 " THICKNESS
•
: .• •
- 15' ; 15 '
-20 ' 0' 20' 40 ' 60 ' 80'
11 + 26
15' . •
. . 15 '
10' 10 '
• VINYL BULKHEAD
•
•
• W/ CONC •
. CAP : RIPRAP ARMOR
5' • LAYER CLASS 2z . • 5 11:rill I I 731 it i a p . . 5
0 •
•
•
�R moo. •
� •
- _^. EX• . GRADE NHW
. . no::11:101_ to, 0 ID
Prr
•
• 1 . .• : ,o® �®� ••_____ NLW
w FILTER FABRIC
'ill . .
W --. -� : •
.
-5 ' NCDOT #57 STONE MARL •: - 5 '
OR GRANITE•
, 6 " THICKNESS FILTER FABRIC
- 10' NCDOT CLASS B STONE : - 10 '
MARL OR GRANITE , :
•
•
8 " THICKNESS
- 15 ' : ; 15 '
-20 ' 0' 20 '
40 ' 60 ' 80 '
i
r -N / N to \ ,, if 1 ( SCALE: SHEET # 1
NO . DESCRIPTION BY DATE . r , L CLIENT PROJECT DRAWING TITLE: 1 " = 10'
DATE:
civil • COASTAL . ENVIRONMENTAL CARTERET COMMUNITY COLLEGE 02/20/2020
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE BASE BID SECTIONS DRAWN BY:MOREHEAD CITY, NC 28557 3505 ARENDELL STREET JJW 07
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS SHEET 3 OF 3 APPROVED BY: JWF
www. aren dell engin eery. com
N. C. CERTIFICATION NO. C-1509 PROJECT # 19062
l J ` J s. / • i • J • a'

r - 1
: 4 \ �_�J Y'+�/ : ) I MJ M. F O R PERMITTING
/ � ---- 0 12 TY P .
. S 4 L USE ONLY
NHW 30' CAMA 1 SPARTINA
30 ' CAMA : 1 �''�— BUFFER S. ,1,;� ALTERNIFLORA @
• � : MEAN HIGH `\```���, 1iiilli ► ii ,,,,i���
BUFFER 75 ' AEC LINE 1 ' O . C . GRID � `` CARS ''
k 10 ' • ; •
; WATER LINE �,1�1 : '�� QQQOD000a /
I so as ` i
e4eittl
tc. ,„S S / Gb:414.4•0000 ,yr c
CD hi \ ~241 •
•
• .: a ( i
•
Flit 20 ' ; _ o �� oo I it •
•
r NEW ELEVATED oIL% ÷ , � O _ o Q SEAL r o
� � _ _ WALKWAY o � 5 ,, ficiot,i o •
_ `- ; o. : _ a 10733 0 _
__ _. __ \
+ : i-+ ^ 20i
O O
w
iS
-44 -4. -wsii ÷ !tea-111j - :
•
,it
%i o
5 'a \ a
• .7‘
tA 1 so 11
•
� / aaa�Op �OQQOQ tit
\\\\
I 1 0 / EX . CONS . � .
If
ELEVATED - / PA '� :4:471111
i �,,���� AM`� 6 MAX . , ,
CONC . WALKWAY r ,1�' `�
to.
BOTTOM LEASE / • ,1�'N
\ •
•
43 MARSH SILL T`
ts
NEW ARMORFLEX � �
75 ' AEC LINE / ; :. ��
7 BOUNDARY 1
\ AA BY CONTECH %,\*
� � ,it4 b Ott ----mmimr_77.4.411amir
\ \. / �. •
• 1 : ,
SCALE ( IN FEET) : SCALE ( IN FEET) :
NOTE . PIER # 1 TO HAVE 0 SF OF
PIER # 1 PLAN NOTE . PIER #3 TO HAVE 370 SF OF
PIER # 3 PLAN
SHADING WATERWARD OF NHW . SCALE : 1 " = 30 ' SHADING WATERWARD OF NHW . SCALE : 1 " = 30 '
0 ' 30' 60 ' 0 ' 30 ' 60 '
NOTE : ALL PROPOSED WALKWAYS PIER ELEVATION TO
PIER ELEVATION TO GUARD WITHIN 75 ' AEC BUFFER WILL BE MATCH SIDEWALK
MATCH SIDEWALK ELEVATED CONCRETE HOGSLAT. GUARD
10' 10'
NEW SIDEWALK = __ NEW SIDEWALK _
M
5, .
5 ' = .— --
E I-1 I-`-I I--1
_ _ -J /- I I I I I 1 I I I
E � _ ` z /nitiri 4,1 +,# `
O1 . 11 ' _ .. iliNHW 1 . 11 '
' � NHW 0 � '' `���� •� \ �reit
i �, \ O . . , r\ rrrr , ir� rr /r , . ,
CC 0 • / ., rrriri r r r . : d0 . 4 .14 .
% nrr , i
•
NLW 1 97 -- - - •� %.;-,.;,ft •z • . •-� r • NLW - 1 . 97 '
LLJ EX . GRADE7 w 'v.''�`'r'r' ' o-� � '`� - - _ _
w w
5' 5'
-0 + 10 0 + 00 0 + 50 1 + 00 1 + 25 -0 + 10 0 +00 0 +50 1 + 00 1 +25
STATION STATION
PIER # 1 PROFILE
PIER 3 PROFILE
SCALE : H : 1 " = 30 ' ; V : 1 " = 7 . 5 ' SCALE : H : 1 " = 30' ; V : 1 " = 7 . 5 '
l
r 1 / 1 r \ 1 r 1 tSCALE: SHEET #:
NO. DESCRIPTION BY DATE Yr, CLIENT: PROJECT:: DRAWING TITLE: AS SHOWN
DATE:
02/20/2020 i
CIVIL • COASTAL • ENVIRONMENTAL CARTERET COMMUNITY COLLEGE
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE PIERS # 1 & #3 DRAWN BY. JJW
MOREHEAD CITY NC 28557 3505 ARENDELL STREET 08
SHORELINE IMPROVEMENTS PLAN & PROFILE APPROVED BY:
PHONE : (252) 622-338 MOREHEAD CITY , NC 28557 JWF ` J
www. arendellengineers.com PROJECT #:
N . C. CERTIFICATION NO . C-1509 19062
/ s. . J 1 1 1 \ 1 \ J

•
Y " . .
•
•
'1•: • MEAN HIGH -�� o. •\ \
•
�; � WATER LINE • /'�°` •
•
•
•
•
•
•
•
FOR PERMITTING
4•Qt . , . . . . . .
•
gg
•
•
\ ,� •
�. NEW WARNING POST LY
,: •
.�� r •` 50 ' O . C . , TYP . L. 20 •
• •
USE ON
N EW A OR EX • @ --�.-I 1-- � •
SHORELINE PR1 1' EC ON \ 1'. :. � ',1 sale
: : •: : • • • • ``�,��� � � � � IIitII � �,,,���
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20 40 ' • tit
� o1 : . : • = SEAL. c' o•
• • • •
•
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\ 10 ' \ .
�. FLOATING DOCK/ •
: 50 ' _ �.0 a o
• •
•
• • • MMa% t a 10733 0 ,,
12 •
° o
��� •• KAYAK LAUNCH •
•
� : �. : : : �. • �• :• :••
:
NEW ELEVATED O t- O o • : °° 4% ¢°°°°
O 1 - _•� -}- ; ; O i/ 000 , V 000 ��
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+ : o ao a
•
SIDEWALK ,.. �lr �--•
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1 ie . di A •
1: I'�� •��/'� NEW SPARTINA NEW PIER
\ Ili �Ili��� ALTERN ( FLORA • • •
75 ' AEC LINE . r • 4 �T, • .
EX . ' IPRAP •�' � f �. � � 1 � 1 ' GRID •
•
TO " EMAI N �' �" . . �' •
v ./,L' ' ap CV r- •
N
y �� 1 NEW MARSH SILL • N
ram. Ste , .• r
a _ s , •
I c . . . . . . J . 4- � . i . .. 1 . •. • ;
PIER #2 PLAN
SCALE : 1 " = 30'
NOTE : PIER #2 TO HAVE 2 , 264 SF OF SCALE ( IN FEET) :
PIER ELEVATION SHADING WATERWARD OF NHW .
10'
TO MATCH SIDEWALK
-.- -- -- -. -- -
0' 30 ' 60 '
NEW ELEVATED
WIIIIIIIIIIIIN
WALKWAY •
5' �. �.. .�. . mommuppasomopm
ryV tJ I - I r r r r I" r r r r I I I
Neest
. I: . . '
• IS�
'' !_es� •V NHW 1 . 11 '
0 ' a — ya•e<,•::•,
e* • • • • /\`% �\\O,\`��\\ v,�•; i.e.' g . . . . . • . . .
•moors c ,i`,4 4 Oi,�I anon
.
NOTE : ALL PROPOSED WALKWAYS NZ. : ••;;IA'Ati NLW 1 . 97'
• - , se ,00
WITHIN 75 ' AEC BUFFER WILL BE z - - .. ,;._, _
ELEVATED CONCRETE HOGSLAT. -
Q -5 ' . . . . . . . .
,
,
W
ARMORFLEX OPEN CELL • \
SHORELINE PROTECTION , - 10f a \
3 : 1 MAX SLOPE .
a
Y \
\
\
Oft
0 + 00 0 +50 1 + 00 1 + 50 2 + 00
STATION
PIER # 2 PROFILE
SCALE : H : 1 " = 30' ; V : 1 " = 7 . 5'
r r \ / 1 / 1 / 1 r SCALE: 1 _ 60� SHEET #: 1
N0 . DESCRIPTION BY DATE CLIENT. PROJECT. DRAWING TITLE:
r .
i DATE:
civil_ COASTAL • ENVIRONMENTAL CARTERET COMMUNITY COLLEGE 02/20i2020
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE PIER #2 DRAWN BY: ,1,1W
MOREHEAD CITY NC 28557 3505 AREN DELL STREET 09
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS PLAN & PROFILE APPROVED BY: JWF J
www. arend ell engineers.corn
N . C. CERTIFICATION NO. C-1509 PROJECT #: 19062

r
NEW CLASS B RIPRAP CRYSTAL COAST
BETWEEN EX . FIBERFORM CIVIC CENTER FOR PERMITTING
NEW4' O MH NEWARMORFLEX & EX . BULKHEAD - - - - - - - - - - - - - - I
TOP EL . 3 . 71 ' SHORELINE , -r - NEW HEADWALL STA 7 + 76 - - - USE ONLY
INV . EL . 1 . 30 ' PROTECTION BRYANT STUDENT MATCH EX . INV .
NEW 10 ' o \\��, , , lliliiiii ,„/
CENTERCAR()''
100, _ EX . WALL o \�•�` �� '' %,�
\\\V--- WALKWAY - - - - - -' _ _ "c% 00000aa°° Z
CONC . SIDEWALK TO _—_-- _- - _— ` i _- -NEW2$ LF18 " 0 HDPE BE REPAIRED o = r• ,r3
, i• _ __ `SW PIPE @ 1 . 30 % - - — -� ; • I
�- o
75 AEC LINE - - r= .. . :' ��� -: ; : .. „ ,. �t �., � :� N ,. = SEAL / o w w w w w w w w' O � �` ,'~.µ.n v' .._r�1•J � � �eAw .._ w w w w w w _- ��-- - - - �= oNEW 10 - _ _ . sew ,C. _
r �. - -'-" , . ' • J 'r. w #_..._-w-_r--• ....... w w w w w w * w w w w w w w w w g Cr w
— c 10733
\ i + 1 --;- y " . r , r't? J� w'" w w w w w"_ ...y, , w Y v ,.. 7 -� - * ._._w--._._�..__._._v< ... '� '� I
o O rJ•--- N WALKWAY . :� -_rr -; '-: '�w w w w w w w w + w N HW ' w w w •»-w w w w w �w w ; 00
30 ' CAMA " _ \-- �r }. _ _ _ _ _ _O AC
__ x w w w * w w i * + w L w w w w w w w w w w .•
41
it
ds
1 _ter_ �._...p'- ---- / • - /.- m'. OQ
__- �_ ----- � �� �� - - - - -J it r t` �5} w w * w w w w w w w w �yc .... _...._r .,__._ r._ �..:.__..._.•. .• '•:.•' // QQ OHO
+ N BUFFER _ - - ,a�. �•
._. - ... 7 w w w w * w w IP II ':- _ - _ _dr . . _ QOO O°° N.
tiii
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� ,~� , — /r����f�/%+'��/% /r// /a//arfi/i/f//////////////aiii/ai�r;�i��/ w ��'s = .= _ ,, / A ,.. e.
`\��.
is. „ , /,/ NEW HEADWALL /�//�//, rain/it////,,,,,/,. /../// /////„///// ///fr„�// // , ._.. .= .. . - ��i
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:. :. STA 2 + 87 _.__._ * * * re w w -----i•
*_..... f rJJw w w w w w w w w w w w w w w w w w w w r 1
r
r.
COASTAL �J w w w w w w w w w w . ; �. � �.»....� w _ _w w w w
INV . EL . 0 . 94 ' w '
n •
-- �. � . . _ __ . _ . ... 2 22' ± : v , 17, 7 ►
tftg. -7-., ..., / ,„,„,, ,,
r �rz w . � " • 1 =♦ et; fa. cfaa �• `• �� • =• =• =• a• �• av
..mow y ° ._.. r, .► • • • • • .i • • .• • • • • • • • • ► • • • • • .• • • • • • •
WETLANDS • ' ` -- •._' '' 41- - .••.._... . .:.. _..�..:..:..._..: ._.._..: ,:..
r Ye . � :CP.:.:.:::., •.:.::.:. =- r.: 10 ' TYP . _ EX . OUTFACE TO
�: „� + . .•- Sr*.- err.. •-._: _.•._..
; Y ��.r��� . :�y�w�`W+ `�'.._ -:== .J ' �•=•=( • -='• NEW ARMORFLEX REMAIN STA 6 + 27
' of 20 TYP . 1
t-� � `\ • 2 ' TYP • SHORELINE
14. { ::.� ._."_.J N HW .._.__.-.__ - WARNING POST .
@ 50' O . C • , TYP . SPARTINA
PROTECTION
r~ ::_ - _ �. ..r - -J�.:� SPARTINA
--,r.... 'f ALTERNIFLORA @ 1 '
EX . RIPRAP N. ------------ . ;_•. NEW 10 ' X 126 ' PIER WITH 20' X ALTERNIFLORA GRID
~ ^ _ • 50' PLATFORM AND 16 ' X 40' @ 1 ' GRID
Pc, `~~- ~ ' ` FINGER PIER W/ KAYAK LAUNCH
UVRGS H ORE L ICE PLAN STA 9 + 00 - 8 + 00
NOTE : ALL PROPOSED WALKWAYS SCALE : 1 " = 60 '
WITHIN 75 ' AEC BUFFER WILL BE NEW CONC CAP & VINYL il
ELEVATED CONCRETE HOGSLAT . CUTOFF WALL
/
MICHAEL J . SMITH EX . DI & SW PIPES NEW 10 ' WALKWAY
_ _ _ _
BUILDING - \ \ EX . HEADWALL & OUTLET 75' AEC LINE
_ _ �' , TO REMAIN , STA 9 + 76 NEW CONC CAP & VINYL %I
30 ' CAMA 3 CUTOFF WALL
__ __ _, /
r''
--rr" C •. BUFFER :'"-' � NEW ARMORFLEX ��
cp to / I o N
co ,-, .”,.00 _ ^ _ _ _ _ _ _ _ --_=_.�'.---� - SHORELINE _ _ _ _
--- -' � � % j//�/ -�, ~� __ -L '�. • ., t ; PROTECTION ' r ,
• .• • • • ` .� •_ • •1•. • • . • . , .•_ • " - • - -•,•,•"_r `� w w ////// /////I /// j/// ////// •
' ' W /// 1. "�" ` ~ r FNIIIp44WMMM . .._✓ O V /
.r 44 4. ,o' ,�. .<. � . • _ ., , `�" ,, iii/� NEW 5 X 40 PIER / j — _ �, -�.. I
e++.` x r. r -s.lL?4Pi. ,e1`4 .s.Sl� - .L.l ^r7",,^St'.... ,,r J..'` // i/i/i:.i // ••,•~ NHW /
•r''-.q•;....... ., ,.6 al.....+..a...+..r'A'��..c..r *"•`.+•Z•",!.*+•S NT•rr[ .yw�f`�.�..I a- , ^.»....
...�_. .. � . ._,_ ,. , _ � 12 Ty •
12 X 20 PLATFORM • w %/ /�j//
w w w w w __.w_.__...w• .....r. .. _y, -.,, . .., � .t w r-r• w w w w w w w �»... ,".. /�/�/�//ii. . ; �•
_.__._''h-_•_'..W .»»...,�,._.__._ ..».. w w w w w w w w w �'" w w w w w w w w w w y,.........y` w � •,.�w w x,�C.q� w .h".,.•_ ..,r.,,.. /jjj/ / 1� - �� / ' ' \ . I \\
i w w w w w w w w w » ` .• - • 7_• ,r• �_ _ _ w w w w w w w``.` ~ w ~ - w w w w ��j2. O \
w .. • � �••_ __ " / ` � `� �I. �� - • ` � ` � ` � - • - • - � ` � : � - - • �• `e `• �• ra E• �(i . • -�' � w • ... ' ... ... w w .,,mow w ~.IS �"i w w w ` ... ' / // j i O �
�•01•41/f,IP•4.• •=•=. Fi1 =� =- =•' =. •._ m -.a _:a =w =•: ;`� 12 TYP . , w w w%~�"''v ., w w � v " ., w w w w y w �w /�j ��/�//i. �i� �' V� ,
► �._• i ,.. `• �'T -- +�- ., v+'-.� •w w w •w v w wJ w jj j
.- 22 TYP . •;;;..- w w —. "^_ w w w .40 iv w •
: , `�" COASTAL
=. =. =► EX . RIPRAP
MARSH SILL •." *Cr w * w w w ^� ,_.,w w _w J ' WETLANDS
-_.,__ _ TO REMAIN
• : * w •• .~~ `W`^ : .� ,ram.,-J• `'' J. �' s .
10 TYP -
_ =r
�- 20 TYP • `^ � . ,` �.•-• � v .•=� • , `•:- - - rd y � _ _ __..._...»..._ Nit,
• SPARTINA .41
,46 till =� �, �
"' f • P/L EXTENDED
ALTERNIFLORA ( 1 ) — INSTALL 5 WIDE ARMOR ,,,__ �5. _ . : , ; ARMOR STONE
PER SF STONE , 3 ' THICK
NHW ..rn.:,: . - -� ^ "~ # TO STOP AT P/ L
MARSH SILL /�- "�'^/ ."_
SAVs PER NCDMF , NOT ' WARNING POST ��".-�~--,�. 15 ' RIPARIAN
CONFIRMED BY OBSERVATION @ 50 ' O . C . , TYP . / / BUFFER SCALE ( IN FEET
LIVING SHORELINE PLAN
STA 8 + 00 - END
0' 80 ' 160 '
SCALE . 1 „ _ 60
. -. / 1 r , / -, / SCALE: 1 "
_ 80' SHEET #: N
NO. DESCRIPTION BY DATE $ CLIENT: PROJECT DRAWING TITLE: IN f
f DATE: 02/20i2020
CIVIL . COASTAL • ENVIRONMENTAL CARTERET COMMUNITY COLLEGE
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE ALTERNATE OPTION DRAWN BY: ��W
MOREHEAD CITY, NC 28557
3505 ARENDELL STREET 1 0
PHONE : (252) 622-338 MOREHEAD CITY NC 28557 SHORELINE IMPROVEMENTS LIVING SHORELINE PLAN APPROVED BY: JWF • J
www. arendell engineers.corn
N .C . CERTIFICATION NO. C-1509 PROJECT #: 19062
• J ` 1 ♦ J ♦ i ♦ 1 ♦ /

20 ' : •
• :
• FOR PERMITTING
USE ONLY
15 ' 6 FILL OVER ARMOR •
• . FLEX, PLANT W/ SPARTINA ALTERNIFLORA : : \����� � � � liiiiiim,,,,,/�
BERMUDA SOD PLANT ( 1 ) PER SF ``` % CARO/ '''•,,
i I ; \, ' °°°ooaODD0 000° ` / '-i
10 °°° ass ''-
• ARMOR FLEX • MARSH SILL •: i?,
O
T : :
• •
SEAL c'Srp
0 EX . GRADE : EL . 5 . 0 WARNING POST, • = o 0 /
5 r ��: . . . .. . . 0 BEGIN FILL ./.1(
- 3 ' ABOVE NHW •
•• _ 10733
< .
NHW•
cS� °°°° I NEto°°°°° `?'
> :•• NCDOT CLASS B STONE ���•`-• " '
T 0estre ap
EX GRADE
MARL OR GRANITE 6 " .., �` ��,,i��i�.�'i�'i�'i�'! ��������� ik.N��-�,-. • ' %dontalleta
/ NLWi� 1 A ��``
•
THICKNESS •
T .
- 5 '
FILTER FABRIC , . : FILL MATERIAL ,
•
. WRAP TOE • GRADE @ 20 : 1
•
•
•
•
- 15 '- 20 •
0 ' 20 ' 40 ' 60 ' 80 ' 100 '
OFFSET
2 + 59
MARSH SILL STA
WITH
RIPRAP SECTION
SCALE 1 " = 10 '
20 '
- 6 " FILL OVER ARMOR
15 ' .
FLEX, PLANT W/ '
•
i
BERMUDA SOD
10 SPARTINA ALTERNIFLORA
. MARSH SILL
T PLANT ( 1 ) PER SF
WARNING POST,
0 EX. GRADE ARMOR FLEX ,. : .
111101111111111111 5 \ EL . 4 . 0 : . BEGIN FILL : : : : . V 3 ' ABOVE NHW
Q •!!i�Se, \. • 11 �� •
- • + ,�;�, 43 NHW
••. � ��
W 0 410
.credo ''`..' ;`4.40ino �js��j��� `�j/���l�jJ`j� A,AIN��`/`Air, �� �� EX. GRADE ;
_1 . .. E L -2 . 0 ± aga ® N LW
NCDOT CLASS B STONE ' '�• " � '� ��'
Ti':7.1 4
MARL OR GRANITE , 6" FILTER FABRIC ,
FILL MATERIAL ,
•
- 5 ' 1 THICKNESS WRAP TOE •
•
. GRADE @ 20 : 1 •
- 10 ' •- -
•
- •
IA 20 0 ' 20 ' 40 ' 60 ' 80 ' 100 '
OFFSET
SILL STA 3 + 72
WITH MARSH
RIPRAP SECTION
SCALE : 1 " = 10'
J
f \ / 1 r 1 I. 1 l ' " SCALE: 1 _ 1O� SHEET # 1
�.
NO . DESCRIPTION BY DATE y ► CLIENT. PROJECT:: DRAWING TITLE: -
DATE:
. .. .
c;vr � • COASTAL . ENVIRONMENTAL CARTERET COMMUNITY COLLEGE 02/20/2020 r
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE ALTERNATE OPTION SECTIONS DRAWN BY:MOREHEAD CITY NC 28557 3505 ARENDELL STREET JJW 1 1
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS SHEET 1 OF 3 APPROVED BY: JWF J
www. arendellengineers. com PROJECT #.
N . C. CERTIFICATION NO. C-1509 19062
`. i ` i / L \ i ` 1

20 ' ••
•
FOR PERMITTING
EX . VINYL BULKHEAD W/ USE ONLY
15 ' TIMBER CAP " ' NCDOT CLASS B STONE
EX . SIDEWALK TO BE MARL OR GRANITE , � %�,REPLACED W/ ELEVATED : 8 " THICKNESS •
`I:::
C'�O '' %
I \ °000aaaaoaoo �,CONC . WALKWAY : MARSH SILL
° �J� / °°°° /�• SPARTINA ALTERNIFLORA = r:31.1TR--- 4' MAN . WARNING POST , _ SEAL r oO EX . FIBERFORM —
_ 5 ' r PLANT ( 1 ) PER SF • 3 ' ABOVE NHW = �-- oE— CONC . MAT ` y 10733 0 -, _•:- - •
BEGIN FILL o ••• .....„
Q . •�.� �., ; - • • • • • - NHW °°° f�.� �:�'%,i�� �i -i @ EL . 0 . 43 .�/ cS I Ne t o°°e�.�tr������i,%��►i���`�!`'���`% •
• i��i��`i,�/�,/•/t`I,�`�i��I��I�%v%�%�%�%s%�% `I `� '� i i .` • • • • N, 84•4*-\ -• -% &\*%att. !.S•'\'‘I\Nrirry v •v y 4 I 10 '4, 00 0
•
-•a14.4 # #agetw"\-t•;s., ..-N•1/2*.e"-S1/40.".›./>,>. ••• -St. AS-. Weak
• NCDOT #57 STONE •
FILTER FABRIC :
•
•
•
MARL OR GRANITE ,
/. . p i p #
- 5 ' 6 " THICKNESS : FILL MATERIAL
1 GRADE @ 20 : 1
•
- 10 ' •
•
•
20 0 20 ' 40 60 ' 80 '
NOTE : EX . SHORELINE PROT ON TO
OFFSET
BE SAW CUT & REMOVED IF LESS THAN
NOTE : ALL PROPOSED WALKWAYSFIBERFORM _ 4 ' AWAY FROM EX . & NEW WALLS .
TI N WITH HARSH S
ILL STA 6 + 40
SEC 0WITHIN 75 ' AEC BUFFER WILL BE
ELEVATED CONCRETE HOGSLAT . SCALE 1 " = 10'
20 ' : •
•
EX. VINYL BULKHEAD WI •
TIMBER CAP I h NCDOT CLASS B STONE
15 ' .
EX . SIDEWALK TO BE MARL OR GRANITE , •
•
REPLACED W/ ELEVATED 8 " THICKNESS •
CONC . WALKWAY : SPARTINA ALTERNIFLORA MARSH SILL
PLANT @ 1 ' GRID
z - • WARNING POST , :
O 1 . 4' • M•IN .. • • •
5 •r EX. FIBERFORM •:• • 3 ABOVE NHW r
'--- •
/ CONC . MAT BEGIN FILL •
•
•
.
•_a. .
o :. •
►����e��44 Nr . @ EL . -0 . 43 ' :64. iiii. :464, : NHW��Osi!`'t •;.•-!:,,�•., ,. --. ., -.• •, N. N. r .. EX . GRADE •
•
•
NCDOT #57 STONE FILL MATERIAL
. FILTER FABRIC
_ 5 '
MARL OR GRANITE , GRADE @ 20 : 1 .
•
6 " THICKNESS
- 10 '
•
•
51201 01 20 ' 40 ' 60 80 ' 100 '
OFFSET
STA7 ± 88
FIBERFORMSECTIONWITHMARSHSILL
SCALE : 1 " = 10 ' /
l r 1
t l -. i "N , SCALE -
1 _ 1 OI SHEET #.
NO. DESCRIPTION BY DATE CLIENT PROJECT: DRAWING TITLE:
DATE:
02/20/2020 c
CIVIL • COASTAL . ENVIRONMENTAL CARTERET COMMUNITY COLLEGE
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE ALTERNATE OPTION SECTIONS DRAWN BY: ��w
MOREHEAD CITY NC 28557 3505 ARENDELL STREET 12
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS SHEET 2 OF 3 APPROVED BY: SwF
www arendellengin eery.com
N. C. CERTIFICATION NO. C-1509 PROJECT # 19062
• J J \ / \ / ` / ` J

r ,
20 , •
•
FOR PERMITTING
15 ' ••
•
. USE ONLY
•
6 " FILL OVER ARMOR : •
FLEX, PLANT ' V/ : ���```�` liti � � � IIIIII,,,,��
I : BERMUDA SOD : •
•
\\ C'� '''
10 SPARTINA ALTERNIFLORA MARSH SILL : tQs\;&IDDooDDaboo/ ,ARMOR FLEX
Z PLANT ( 1 ) PER SF
EX . GRADE �tit°° 71-13,°
064,
EX . GRADE WARNING POST, _ "SEALm
5l -
0
noWo
®Fs _ f EL . 4 . 0' ± ; . ; 3 ' ABOVE NHW - 10733
C..._ a a
____ . •........_< 3 : • BEGIN FILL : �'
.• . . .y w. SO - EL . . . . . ,
EX . GRADE NHW °°
'it=Oa;sr.,.._ •Ik•AP,:ir , nAryss...„,. , . . 34A101a, . , . . . . . . , ° N o
NCDOT CLASS B STONE MARL OR
_! EL -2 . 0 ± . . . . . . . . . . .. .'. /.:�i�. ,�.MP A. / ___i_/ NLW %/4,,,,/
‘Cs
W •GRANITE , 6 " THICKNESS � � • � v�' f
: FILTER FABRIC ,
_ 5 ' WRAP TOE FILL MATERIAL ,
I • GRADE @ 20 : 1 . . . •
10 ' •
20 , 0 20 ' 40 ' 60 ' 80 ' 100 '
OFFSET
STA 0 50
WITH MARSH SILL RIPRAF SECTION
SCALE : 1 " = 10'
20 ' :
•
15 ' •
lot 1.
•
z S .
0
• EX: RIPRAP WARNING POST , •
•
EX . COASTAL r
5 3 ABOVE NHW
WETLANDS • •
•
<3/4884801., NIL ,,IG •
NHW
----1 4----------f -,-;-_-_4_.__LLI 0 ' NLW
•
isfi - 5 ± •
- !T. !f.*1-`r-,!r_....+--
t..4.��i.w�i�ri��.�/.�,ep..Pw...�..._.� •
i._,wt a w w• i w w w w• A O o 4 .
NEW ARMOR
_ 5 ' . . . .
STONE , 3' THICK
_ 10 ' •
201of 20 ' 40 ' 60 ' 80 ' 100 '
OFFSET
sTA13 + 53
Ex MARSHSILL wiTH
NEw TOE pRoTEcTioN
SCALE : 1 " = 10 '
J
r 1 c •N to 1 / -N / • r SCALE: 1 _ 1 O� SHEET #
NO . DESCRIPTION BY DATE CLIENT: PROJECT: DRAWING TITLE: -
DATE:
] - civil_ • COASTAL • ENVIRONMENTAL CART
ERET COMMUNITY COLLEGE 02/20/2020
1004 ARENDELL STREET CARTERET COMMUNITY COLLEGE ALTERNATE OPTION SECTIONS DRAWN BY: JJW
MOREHEAD CITY, NC28557 3505 ARENDELL STREET 13
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS SHEET 3 OF 3 APPROVED BY: JWF J
www. arendellengineets.com
N. C. CERTIFICATION NO. C-1509 PROJECT #. 19062
J \ i \ i \ i

r 1
T FOR PERMITTING
. • •• • NEW RIPRAP USE ONLY
* • • • • NEW 18" 0 HDPE SHORELINE
SW PIPE • PROTECTION \Nott11 ► 11111 / II//,,�
• EX. VINYL ��� C �,,
BULKHEAD
EX. 18" 0 �``
• . • .� e
6iess
°
. SW PIPE - .v _ ,,, - / �°
r1 'IPSEAJt\7 %
01.warseiresprio _...
• ••
esine
• • • a VOA Iglibill Ile II I r
* Stra 14A 01141611 itte I lel I girl I 0
gil3 1 0 7 3 3 i --6,LI ±--.
•
• • NEW SHORELINE -- ' v� O O � �,, '� %"Illik 2� 00
° �'°°°° ��
al": . PROTECTION �►"�ty
�!dittatetatc.---iikeliariargt . . . fie • �' °°° ��0 go . rheaNEW CONC . HEADWALLlie < Fr .
too
e/ ..�►''' MATCH . EX. INV. EL414Ilr4e /1 , r
• •� SAP t
•
EX. FIBERFORM
•a •
lk \
*
• 414.
• SHORELINE ea ii44,14171117.
. 11e4 Ippallipkb.,..A.
trif w
• NEW CONC . HEADWALL• PROTECTION �
thr • INV. E L . 0 . 94 w AK __�►
O 4116.....ffes MEAN HIGH
• • NV . .
. • -i► WATER LINE
. • AOA ' IN V . • t gralhosow
. . • • •
. ... . . . • N / a a i \ SPARTINA �/ . . . ' NV
•: ., RNIFLORA • • • • / SPARTINA NV
MEAN HIGH
OS ' , • ALTERN I FLORA
WATER L1 �16�
. V .
NV NV . • • • • . . .
7 + 76OUTFALL STA
NEW
HEADWALL OUTFACE - STA 2 + 87
NEW HEADWALL
SCALE : 1 " - 5 '
SCALE : 1 " = 5'
1-- 12' h
4' + -,.._.
EL . 2' ± CLASS 2 ARMOR STONE
1 � '
NHW 2
4 Q17 FILTER FABRIC WRAPPED
EX. GRADE It \-------/k
1 BACK BETWEEN ARMOR
AND FILTER LAYER
4 .a � . � . . . � . .. . � . � . . . .. . � . .. iA
EL . - 2' ± parare����op��'�t�� sg"e'stoa�'ito
\�\\/\\/\\/\\/\\/\\/ 6" NCDOT CLASS A RIPRAP
\ \ \ BEDDING STONE
i\////
ECTIO
N TYPIC
AL
SILLS
MARSH
SCALE : NOT TO SCALE
J
r 1 ( '1 i .1 r \ i 1 ! SCALE: SHEET #. N
NO. DESCRIPTION BY DATE CLIENT. PROJECT. DRAWING TITLE: AS SHOWN
DATE:
02/20/2020 r
CIVIL - COASTAL • ENVIRONMENTAL CARTERET COMMUNITY COLLEGE
1004 ARENDELL STREET CARTERET COM M U N I -Y COLLEGE DRAWN BY:MOREHEAD CITY, NC28557 3505 ARENDELL STREET DETAILS JJW 14
PHONE: (252) 622-338 MOREHEAD CITY , NC 28557 SHORELINE IMPROVEMENTS APPROVED BY: JWF \. 2
www. arendellengineers.com
N. C. CERTIFICATION NO. C-1509 PROJECT # 19062
\ J / \ / ` J \ i ` /