19970520 Ver 1_Complete File_19970818

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Carteret Community College
3505 Arendell Street
Morehead City, NC 28557
Dear Sirs:
A4
IL
DEHNR
August 18, 1997
Carteret County
WQC 401 Project #970520
COE #199706444
You have our approval, in accordance with the attached conditions, to place fill material in 4,100 square
feet of waters for the purpose of stabilizing a shoreline at Carteret Community College, as you described in
your application dated 10 June 1997. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3112. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing. '
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919- 733 -1786.
Sincerely,
eston o ard,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Central Files
John Parker, DCM
Ron Cullipher, Stroud Engineering
970520.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled /10% post consumer paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Carteret Community College
RECEIVED
Jell 1 0 1997
ENVIRONMENTAL SCIENCES
1 'k,
2. LOCATION OF PROJECT SITE: The site is the southwest corner of the Carteret Community College
property, and the entire shoreline adjacent to Bogue Sound, located at 3505 Arendell St. (Highway 70) in
Morehead City.
Photo Index 1995:41 -513; I- 11,12,13; H- 7,8,9,10; I &J -7; I -6 1984:154 -26; F- 10,11,12; E- 6,7,8,9; F -5,.6
State Plane Coordinates - X: 2672300 - 2675000 Y: 360000- 360600
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/29/97
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 6/02/97
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Morehead City
Land Classification From LUP - Developed/Conservation within the AEC
(B) AEC(s) Involved: ES, EW
(C) Water Dependent: No ,
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - Connection to same
(F) Type of Structures: Existing - Various classroom and administrative buildings with associated
infrastructure and parking; riprap shoreline stabilization.
Planned - Center for Marine Science and Technology building and fabriform shoreline stabilization.
(G) Estimated Annual Rate of Erosion: T to T per year; Source - 1994 Field Report
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
Intertidal bottom area
4100 sf
Estuarine beach
16400 sf
High ground
2.1 acre
(D) Total Area Disturbed: 2.57 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. .PROJECT SUMMARY: The applicant proposes to stabilize the shoreline of the Carteret Community
College with the patented "Fabriform" system; the adjacent high ground will be graded and electrical, water,
and sewer improvements made; an 11,444 square foot building with associated parking area will be
constructed to house the Center for Marine Science and Technology Building, or CMAST.

CMAST
Page 2
9. PROTECT DESCRIPTION 6/03/97
The project site is the location of the Carteret Community College at 3505 Arendell Street (Highway 70) in
Morehead City. The southwest portion of the tract is ± 6.54 acres in size, and abuts Banks Street to the north, and
Bogue Sound to the south. Properties to the west of the project site are single family residential, and to the east is
the NC Marine Fisheries property. There are various classroom and administrative buildings on the property
currently, along with the associated infrastructure. The facilities are serviced by municipal sewer and water services.
The property averages 5' to 15' above mean sea level, and is predominantly vegetated with typical landscape shrubs
and grasses. There is a natural drainage ditch about midway along the shoreline containing coastal and Section 404
wetland species. There is another wetland ravine separating this property from the residential property to the west
containing Section 404 wetlands. There are several areas along the sandy shoreline supporting the growth of
Spartina alterniflora and Spartina ap tens. The shoreline is stabilized by riprap on the easternmost ±430' of the
property. A remnant diked spoil disposal area from a previous US Army Corps of Engineers dredge project lies in
the midst of the proposed project area. According to documentation from Trudy Wilder of the US Army Corps of
Engineers in 1993, this site was used in 1983 for the disposal of 9,000 cubic yards of material through a one time
easement. No easement exists on the property presently.
The waters of Bogue Sound are classified SA by the Division of Water Quality; the waters are open to the taking
of shellfish for consumption; and the Division of Marine Fisheries has not designated the area as Primary Nursery.
The Morehead City Land Use Plan classifies the area as Developed, with all CAMA Areas of Environmental
Concern classified as Conservation.
The Carteret Community College is proposing to construct a 2 story, 11,444 square foot facility to house the Center
for Marine Science and Technology, or CMAST. The intended use of the facility is public. Additionally, the
shoreline in the area proposed for the location of this structure is in need of stabilization. The proposal is to stabilize
the shoreline with the patented " Fabriform" system. This is a structure formed by the pumping of concrete into a
double layer of polyester fabric, connected at points to form a quilted pattern. The shoreline is graded, filter cloth
is placed on the newly unconsolidated area, and the fabriform is placed. Concrete is then pumped into several
openings which are then sealed. The end result is a hardened structure resembling a mattress.
The applicants propose to place ±1620 linear feet of fabriform along the shoreline, beginning on the west end. This
area sustained heavy damage during Hurricane Fran. The applicant states that the property lost 30' of shoreline;
field inspections confirm a 15' to 20' loss. The new structure is to be located an average of 2', but no more than 5',
from the mean high water contour. While this is as much as 35' from the post storm escarpment in some places, the
escarpment does not indicate the mean high water line. Where there is wetlands, the applicant proposes to locate
the structure landward of same.
The fabriform structure is proposed for 10' in width, and will terminate at the western edge of the natural drainage
ditch, approximately 1000' along the shoreline. It will make a 90' turn along the side of the ditch and extend for
another 150'. The structure resumes approximately 70' to the east of the ditch, and continues for another ±445'. The
next 500' of fabriform stabilization has been authorized under General Permit #17077 -C, written 4/21/97: The
remaining 431' of shoreline has been stabilized with traditional rock riprap. This structure has been undermined
and dispersed from the effects of the past summer's two hurricanes, and is in need of repair. The applicant is
proposing to re -stack and add rock to the revetment in its current alignment.

The applicant anticipates the need to excavate a footing at the base of the fabriform structure. For this, he proposes
to place filter cloth at the waterward side of the structure, and remove approximately 1.5' in width and depth, for
a total removal of 208 cubic yards of material. This material will then be utilized on the upland portion of the tract,
where there is considerable grading proposed. There is an existing stormwater culvert from parking area `B" that
empties into Bogue Sound. This culvert is to be extended through the newly constructed fabriform wall.
The proposed building will contain 11,444 square feet in a two story structure. The building is to be positioned
approximately 70' landward of the toe of the fabriform. The associated parking will be to the north and east of the
building, with access to the existing roadway. At its closest point, the parking turn - around area is ± 35' from the
toe of the fabriform. The drive and parking areas are to be constructed of asphalt and concrete, and with the
building, incorporate a total footprint of ±50,500 square feet. Of this area to be made impervious by the
development, approximately 3480 square feet lies within the Estuarine Shoreline Area of Environmental Concern.
Approximately 2.1 acres will be graded for site preparation. A Sedimentation/Erosion Control Plan was submitted
on 4/23/97 for this work, as was a Stormwater Plan. The westernmost development proposed on this tract is a 100'
x 65' infiltration basin designed for a ten year storm. There is a 3 tank pump station proposed on the northwest side
of the CMAST building. Stormwater will be collected through a series of collection stations, and carried to the
tanks by 12" pipes. It will then be pumped to the infiltration basin. Overflow will be discharged into a 109'x 10'
grassed swale, stabilized with a 25' x 6' riprap check dam at the upper end. Another 2 tank lift station will be
constructed on the southeast side of the building, also to be pumped to the basin. Overflow from this station will
empty into a 10'x 70' grassed swale.
A sewer lift station is to be installed on the northeast side of the CMAST building. Water and sewer lines will be
installed to connect to the existing lines, adjacent to Banks Road, approximately 500' to the north.
There is a CAMA Major permit existing on this site, for construction of a bulkhead and various structures. This
permit, #88 -94, has been abandoned in favor of the proposed CMAST facility.
10. ANTICIPATED IMPACTS
The project as proposed will bring the total amount of impervious surface area for the Carteret Community College
tract to approximately 23.4% within the 75' Estuarine Shoreline AEC. Approximately 2.57 acres will be disturbed
for this proposal. Approximately 4100 square feet of intertidal bottom area will be excavated and then filled for
the construction of the fabriform shoreline stabilization. Approximately 16,400 square feet of sandy estuarine beach
area will be filled for the project. And 2.1 acres of high ground will be graded for the construction of the building,
the parking area, the stormwater system, and the installation of service connections. The total impervious area to
be incurred with this proposal is ±50,500 square feet.
The chosen method of stabilization, requiring the excavation of a toe for the placement of the fabriform, can be
expected to cause more turbidity than traditional bulkhead or riprap methods. Because of this, extra care will need

to be exercised during construction.
As proposed, the fabriform on the western end of the property will cross, block, and cause to be filled a natural
drainage ravine. This area has been determined by the US Army Corps of Engineers to be Section 404 Wetlands.
The applicant has chosen to terminate the structure short of this ravine in lieu of having the wetlands delineated and
obtaining Nationwide Authorization.
Submitted by: T. Barrett Date: 6/03/97 Office: Morehead

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Center for Marine Sciences and Technology
April 23, 1997
Owner: Carteret Community College
3505 Arendell Street
Morehead City, North Carolina 28557
(919) 247 -3119
Engineer: Stroud Engineering, P.A.
151 A Hwy. 24
Morehead City, North Carolina 28557
(919) 247 -7479
A. Description of Project
1. Type of Development
The Center for Marine Sciences and Technology is a proposed 11,444 sf
two -story building with shoreline stabilization developed in accordance with
approved plans and specifications for the installation of utilities and
construction of street and drainage improvements.
2. Earth Disturbing Activities
a. Clearing and grubbing of trees located within the proposed project
limits, drainage and utility easements.
b. Excavation and grading; for the installation of building pad, drive,
parking lot, drainage, and. utility improvements.
3. Drainage
The site presently drains to the south primarily by sheet runoff.
File:Narratilmt

C.
Erosion and Sedimentation Control Measures
Due to the substantial sand content at this site, proper attention shall be
required for erosion and sedimentation control measures. Various levels of control are
proposed on the plan. If it becomes evident that additional erosion and sedimentation
control measures are needed, they shall.be installed immediately. It is intended that
all grading and excavation activities within a certain area will be protected as soon as
that activity is complete, i.e., drainage_ swales, utility easements, etc.
1. Silt Fence - Silt fence will be utilized as necessary in locations as shown on
plans or as deemed. necessary by the engineer to insure that off -site
sedimentation in controlled.
2. Seeding - All disturbed areas will be seeded within 30 days following
construction in accordance with the seeding schedule shown on plans.-- -
Time Sequence of Operations
1. Clear and grub building pad, drainage, and utility
2. Rough grade site.
3. Install utilities.
4. Fine grade and pave drive and parking lot.
5. Seed and mulch all disturbed areas.
IL
11- "
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design. Composite Runoff Coefficient--0.64.
E. Coastal Stormwater Regulations .
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. these regulations are detailed
in 15 NCAC 21-1.1000 Stormwater Runoff Disposal. These rules allow for a development to
consider density options as a passive means to reduce water quality impacts. This project is
submitted for approval consideration under Section .1003(d)(2).
-. 4 �4'
Ronald D. Culli her P.E. Date
ate 1
Pile:Narrati2.txt 13343 �: Q.
rr

'Form DCM -MP -1 t
APPLICATI
(To be completed by all applicants)
I. APPLICANT
a. Landowner:
Name Carteret Community College
Address 3505 Arendell Street
City Morehead City State NC
Zip 28557 Day Phone [phone]
Fax
b. Authorized Agent:
NameStroud Engineering, P.A.
Address 151 A Hwy. 24
City Morehead City State NC
Zip 28557 Day Phone [phone]
Fax [phone]
c. Project name (if any) Center for Marine
Sciences and Technology (CMAST)
NOTE: Permit will be issued in name of landowner(s), and /or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Revised 03/95
Carteret
b. City, town,
Morehead
c. Street address or secondary road number
Banks Street, CCC Campus
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Bogue Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and /or filling activities.
Fabriform shoreline stabilization filling
for building pad. Excavation for Fabriform
existing rip —rap.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both.
c. Will the project be for public, private or commercial
use? Public.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Center for Marine Studies/
UNC- CH /N.C. State Universities

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a., Size of entire tract - 6.54
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 5.0 -15.0
d. Soil type(s) and texture(s) of tract
Sand.
e. 'Vegetation on tract Grass /trees.
f. Man-made features now on tract Undeveloped
building foundation CCC buildings.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local Land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Office /professional.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes x No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? No.
(Attach documentation, if available)
Revised 03/95
.•
. ,
m. Describe existing wastewater treatment facilities.
.City sewer.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.) Infiltration
basin with overflow swales.
o. Describe existing drinking water supply source.
City water.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
® An accurate, dated work plat (including plan view
and cross - sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM -MP -1 '
site. Include highway or secondary .road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Jonathan M. Willis
Address 147 Banks Street, Morehead City
Phone [phone]
UNC IMS, 3431 Arendell St., Morehead
Name Contact: Wayne R. Jones, Treasurer
Address CB411000, Chapel Hill, NC 27599 -1000
Phone [phone]
Name
Address
Phone
• A',st.of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION TER1V MION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
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.
This is the 16th day of May , 1997
Print Name Alvin T. Rhue, Director of Operations
Signature Lac
Landowner or Authorized Agent '
Please indicate attachments pertaining to your proposed
project. .
X DCM MP -2
Excavation and Fill Information
X DCM MP -3
Upland Development
DCM MP-4
Structures Information
DCM MP -5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.

.L,
r y �
Vorm DCM -MP -2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
ftducu g
ftfts WX
swidbMdEo
Average Final
Existing Project
Length Width Depth Depth
For toe of bag placement.
Revised 03/95
MAY 3 0 1997
�..0 --- _ - - -- -�, .,
--- ------ -- - - - - --
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 208 cy.
b. Type of material to be excavated Sand.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area will be backfilled
after construction. '
b. Dimensions of disposal area 1500' x 2P
c. Po you claim title to disposal area?
e Yes No
If no, attach a letter granting permission from the
/2 4
/ r wn
o e.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? N/A
1,500'
x Wx
1P
For toe of bag placement.
Revised 03/95
MAY 3 0 1997
�..0 --- _ - - -- -�, .,
--- ------ -- - - - - --
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 208 cy.
b. Type of material to be excavated Sand.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area will be backfilled
after construction. '
b. Dimensions of disposal area 1500' x 2P
c. Po you claim title to disposal area?
e Yes No
If no, attach a letter granting permission from the
/2 4
/ r wn
o e.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? N/A

Form DCM -MP -2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes No N/A
b.
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length Approximately 2,050 lf.
c. \ Average distance waterward of MHW or NWL
2'.
d. Maximum distance waterward of MHW or NWL
5'.
e. Shoreline erosion during preceding 12 months
30' of bank erosion due to Hurricanes
(Source of information) Fran and Bertha.
f. Type of bulkhead or riprap material Concrete
filled Fabriform system.
g. Amount of fill-in cubic yards to be placed below
water level -
(1) Riprap 0
(2) Bulkhead backfill 0
h. Type of fill material Backf ill material will
be placed landward of Fabriform material.''
i. Source of fill material Adjacent uplands.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
Revised 03195
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area
1 xx60x 10 to 50 -V6� 4- 2 ?7
(3) Purpose of fill To achieve proper grade
for shoreline stabilization and
adjacent upland areas.
Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? By approved erosion
and sedimentation control methods.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dump trucks, backhoe.
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Alvin T. Rhue, Director of Operations
Applicant or Project Name
/ I
Signature
Date

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.
a. Type and number of buildings, facilities, units or
structures proposed One 11,000 sf two story
building to house the Center for Marine
Sciences and Technology.
b. Number of lots or parcels One.
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 2.10 acres.
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x -Yes No
If yes, date submitted 7__
►SAY 3 0
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted _ 4/23/97
i. Describe proposed method of sewage disposal.
Lift station to public sewer on tract.
j. Have the facilities described in Item i. above
received state or local approval? yes
(.Attach appropriate documentationrj[JNINCIPAL SEWER
TO►p1.7 mF �"�O�Nrc�j Gf('�/
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down", and residential discharges).
Surface ruoff from grassed areas. Infil-
tration basin with overflow swales for
built upon areas.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public system.
m. Will water be impounded? x Yes No
If yes, how many acres? 0.11 ac
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
Asphalt and concrete. was the lot(s) platted and recorded? 7/11/94
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and /or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 22% of recently
parcel with house the CMAST facility.
Revised 03/95
Alvin T. Rhue, Director of Operations
A /pppalliiccaa/nnnt�toy''rProject Name
Signature
.� 23 19-
Date
acquired

VICINITY
SHEET "1 OF 2
PROJECT *:PM 766
DESIGN FILE *. 766\CAMA DGN
MAP
0 1
111
L=
Us Hwy
D — _•�
e --- LANF,
a
e
SEEDING S(- HED(TLE
SEED NO PWARATION
L. 'ME --- .- .------------------------- 2 TONS /AC.
10 -10 -20 ------- ---- -- ------ --- - -- 1.000 LBS. /AC
0- 20- 0-- ---------------------- - - - - -- 500 LOS./AC (AFTER SEEDING)
ASPHALT TACK - - - - -- - - - - -- -200 GAL. /TON OF MULCH
SEEDING MIVIUM
(FEBRUARY 1 - APRIL 30)
TALL FESCUE -- -- --- - -- -- 50 LBS. /AC
PENSACOLA BAHIAGRASS ------- 10 LOS./AC
KOREAN OR POSE LESPEDEZA (SrARIFIED) - --50 LOS./AC
MAY I - AUGUST 311
TALI. FESCUE----- - - - - -- - - - - - -- 50 LOS./AC
WEEPING LOVEGRASS--- - -- - -- 5 LOS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)- - --50 LBS. /AC
BROWNTDP MILL FT- -- — — - - -- 25 LBS. /AC
(SEPTEMBER i - JANUARY 31)
TALL FESCUE- ------ __— ._______ 60 LBS. /AC
POREAN OR KOBE LE5PEDEZA lUN$CARIFIED) - -- 60 L(3'. /A(,
RYE (GRAIN) --------------- - - - - -- 25 LOS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LOS. /AC SERICEA LLSPEDFZA
AND 15 LBS. KEEPING tOVEGRASS.
LAIiOiCAPIMG MIXYM
(,JANUARY 1 MARCH 311
CL)MM N BEkAWLAGRASS (UNHULLEDJ------ 20L85. LbS. /AC
( APRIL 1 JULY 3 1 )
COMMON BERMIUDAGRA;4 IHULI FU)- - - --- I? LB'­ /AC
HYBRID BERMIOAGRAS`, SPRINGS MAY OF U;EU
T"---- – o
1. - - - ._!'ANT p W N _____ 0
�ipkEHEA D ---�
'�•.:� � CITY
r - S8D•-0'44 "E
���..jtq.31
c
S33•14'57 "W �✓ k �` CNK CENIEN �`/ V K
oem Tom
15.49 •o \ y °` V i
N59' 14'22 "W PREVIOUS MHW--/ iJ3.03 !s ♦~ •
PRIOR TO STORb� N52.59'27'W
OF SUMMER OF 1994
A
UNld�t
Li
� ?� \ �.C•3 ( �}, BLO'C+. ` �_. -� -- " 0 44i /', ctrac nct�
{✓
PLEASE NOTE p '
HORIZONTAL LOCATION IS 220.58
BASED ON MHW SURVEY. TOE 1
OF SHORELINE STA131LIZATION N49.41'29 "W ti J T A t
IS SHOWN AS NO MORE THAN ' CLASSROOM BLDG I TAPER R Tft SECTION
2.0 FEET WATERWARO OF MMW5 gg
CALL. FINAL LOCATION TO BE A 3.0 MSL
ESTABLISHED N THE FIELD BY p�
CAMA REPRESENTATIVE. ti r T OFifJI 3 0 L" ' C I
AREAS OF o f . L S'A 81 GC S72710'53 "W
PROPOSED CONSTRUCTION 43.24 I A {
FOR CENTER FOR MARINE
I SCIENCES AND TECHNOLOGY ' �; OP O
ABRIF 50
0
SB 3 W I S65. 19'48 "W 6
I J 32 62 t8
U'IDER CONSTRUCTIONJ
•
ExTEND FOR STUDENT UNION ( I
-/ B BDING ( Sts• 27 a2 "w
n N7g• UIL
h EXISTING (
a 06 "w 8� CULVERT 4071
I 44.82 12 . >g OUTLET TO i
8.13'26 "W 19.00 DRNNAGEJ / « ~` CULVERT APPROXF10PBRIFORM I I I
— OUTLET
S6 01 —
N64* 50'29"W OUTLE T . Nti4. 48'01"w
PROTECTED 38 43
N53. 50'15 "W rOASTAL VEGETATION. I
PROPOSED SHORELINE STABHJZATION 404 WETLAND AREAS UNDER I
SHALL BE CONSTRUCTED ARMY CORPS /EPA JURISDICTION. I
BEHIND MHW AND PROTECTED I
COASTAL VEGETATION AS STAKED
BY CAMA REPRESENTATIVE PRIOR
TO CONSTRUCTION I I
BOGUS SOUND - SA WATERS i
NEW CONSTRUCTION I REPAIR EXISTING
METHOD FABRIFORM ( PREVIOUSLY I METHOD' RIP -RAP I REVISIONS:
WEST SHORELINE (1620 LF) / PF,KMITTED EA.'T SHORELINE (431 LF) N0' DATE DESCRIP7'10h
(� JUN 0 2 1997
Gds
aQ�0'�+�83ip L%
MAJOR CAMA SHORELINE STABILIZATION -CMAST PROJECT
CARTERET COMMUNITY COLLEGE
MOREHEAD CITY, •CARTERET COUNTY, NORTH CAROLINA
CLIENT CARTERET COMMUNITY COLLEGE DESIGNED'
ADDRESS 3505 ARENDELL STREET
RUC
MOREHEAD CITY, N.0 28557 DRAWN
PHONE [phone]
r I
r4 1 AL STROUD ENGINEERING, P.A.
33 -- ---- - - - - -- `_,_ _ - -_ _- -
cr
HESTRON PLAZA ONE SUITE 102
MOREHEAD CITY, N.0 28557
....•
.91 7 -7479 '
NALD D. CL'LLIPHER P.E.
JRL,
APPROVED:
RDC;
DATE
4/16/9'7
SCALE'
1"' 100'

SHEET *2 OF 2
PROJECT «: PM 766
DESIGN FILE :: 766 \LAMA DGN
NEW 8' FILTER POINT -
FABPIFORM PER FL 5' MSL •/-
MANUFACTURER \
RECOMMENDATION
FILTER FAERIC J
OVER PREF'ARED
SLOPE
EXISTING RIP -RAP
TO BE REMOVED _
(SEE NOTE'
EARTH BACKEIIL_
� � 7tS - R6iJ01REU -
ABOVE AVERAGE TIDE I _
BOTTOM
CONTRACTOR SHALL COORDINATE WORK
ACTIVITIES WITH TIDAL FLUCTUATIONS
MIN 18'' EMBEDMENT
ANCHOR
SOUTH ELEVATION - CENTER
(N.T.S.)
FINAL LOCATION TO
BE STAKED BY
CAMA REPRESENTATIVE
101./-
SILT FENCE TO BE INSTALLED ALONG
ENTIRE LENGTH OF STABILIZATION
P .IECT AND REMOVED FOLLOWING
: (-WLET(ON (SEE DETAIL)
AT LOCATIONS WHERE EXISTING GRADE
EXCEEDS 5.0 MSL CONTRACTOR SHALL
EXTEND 2 1 SLOPE UNTIL, IT BLENDS WITH
NATURAL GRADE. LOCATIONS WHERE EXIST.
GRADE IS LESS THAN 5 0 MSL, GRADE AND
FILL- TO ACHIEVE 5 0 MSL ON 2 :1 SLOPE ONCE.
5.0 MSL HAS BEEN ACHIEVED, BLEND TOP OF
BANK INTO EXISTING GRADE. FILL AREA ON
PLAN VIEW SHOWS FILL NECESSARY TO COMPENSATE
FOR AN EXISTING BANK ELEVATION LESS THAN 5 0 MSL.
EXIST. GRADE >> 5.0 MSL
�., EXIST. GRADE <: 50 MSL
� FINAL SEEDING ,
/ l AND LANDSCAPING
EXISTING GRADE - 5.0 MSL
C17-rTlr)NI R -R
INE SCIENCES AND TECHNOLOGY
, tj I ":
NOTES:
1.) EXISTING CONCRETE, MASONRY, AND RIP -RAP MATERIALS MAY BE LEFT IN PLACE
PROVIDED THEY ARE NO LARGER THAN 2'X2'XV AND ARE PLACED SUCH THAT VOIDS ARE
MINIMIZED. EARTH BACKFILL SHALL BE INSTALLED OVER REMNANT MATERIALS
TO FORM UNIFORM SLOPED SURFACE. EXCESS MATERIALS SHA1 L BE BROKEN INTO
PIECES AND STOCKPILED AT A LOCATION AS DIRECTED BY CARTERET COMM. COLLEGE
2.) CONTRACTOR SHOULD INSTALL FABRIFORM IN A MANNER WHICH MINIMIZES
BANK EXPOSURE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE
FOR ENSURING THAT ANY EXPOSED BANK WILL BE PROTECTED FROM LOSS OF MATERIAL
INTO THE SOUND.
STEEL OR 'WOOD POST
/- WIRE FABR!'.
EXXON GTF!tA5 OR
EQUAL SECURED TO
WIRE
MHW _ v FILL WITH EARTH
SILT FENCE SECTION
F
RIP RAP MATERIAL
SIZES NO GREATER THAN
1'X1'X1'. FINAL PRODUCT
SHOULD ACHIEVE A `;TATS
/-, r- k n► uh A A � \ /!-\.! ,.
REVISIONS:
No. I BY i DAT E T DESCRIPTION I
MAJOR LAMA SHORELINE STABILIZATION -CMAST PROJECT
('1R'Tt?PL'T COMMUNITY COLLEGE*
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT CARTERET COMMUNITY COLLEGE DESIGNED'
ADDRESS: 3505 ARENDELL STREET
KI)C
MOREHEAD CITY, N.C. 28557 DRAWN
JRL
PHONE [phone]
STROUD ENGINEERING, P.A.
'TVHESTRON PLAZA ONE SUITE 102
MOREHEAD CITY, N C 28557
(91 7 -7479
RONALD D. CULL PHER-- .E.
APPROVED
RDC
DATE
4/16/97
SCALE:
1"= 100'