110-96 Morton, Bruce & Billy

Permit Class
NEW -
STATE
Department of Env
X '^ .r +
_ Major Deveolpme.
pursuant to NCGS
X Excavation and/or
Resources
Concern
Quaa1 `nc� �'
ou'suant to NCGS 113-229
Issued to Bruce D. & Billy E. Morton,136 Shell Rock Cir., Hubert, NC 28539
Permit Number
110-96
authorizing development in Onslow County at AIW W, upland basin off of, at the end of SR1503
at Shell Rock Landing , as requested in the permittee's application dated4/15/96 including attached workplan
drawings, planview dated 1/15/95 (rec. 4/23/96) and 4 cross -sections dated received 4/23/96.
This permit, issued on '�e ^ Z-- —9 L is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Maintenance Excavation
1) In order to protect estuarine resources, including juvenile shrimp and fmfish populations in the
adjacent high quality waters, no excavation may take place between April 1 and September 30
without prior approval of the Division of Coastal Management.
2) Prior to, and during the excavation, a sediment curtain will be installed across the mouth of the basin
and maintained so as to prevent sedimentation from reaching the AIW W. The curtain must remain
in place for 24 hours after all excavation is complete to allow time for suspended sediments to settle.
3) The disposal area will be constructed a sufficient distance from the mean high water level or any
marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters.
attached sheet for Additional
This petmitLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31,1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
i
oger . Sc ecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Bruce D. & Billy E. Morton
ADDITIONAL CONDITIONS
Permit#110-96
Page 2 of 4
4) All excavated materials will be deposited a sufficient distance from the mean high water and
landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spillover of solids into any marsh or surrounding waters.
5) The dike, backfill and spoil area will be properly graded and provided a ground cover sufficient
to restrain erosion within thirty (30) working days of project completion.
6) The disposal area effluent will be contained by pipe, trough or similar device to a point at or
beyond the near low water level to prevent gully erosion and unnecessary siltation.
7) Excavation will not exceed 4 feet below the elevation of mean low water (MLW).
8) The temporary placement or double -handling of excavated materials within waters or wetlands is
not authorized.
9) The activity will be conducted in such a manner as to prevent a significant increase in turbidity
outside the area of construction or construction -related discharge. Increases such that the turbidity
in the waterbody is 25 NTUs or less in all saltwater classes are not considered significant.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land -disturbing activity.
Submit this plan to the Department of Environment, Health and Natural Resources, Land
Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845.
Bulkhead
10) The alignment of the proposed bulkhead must be staked by a representative of the Division of
Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of
construction. Failure to initiate construction within thirty (30) days, or erosion of the shoreline
by adverse weather conditions, will require the alignment to be restaked by DCM within a
maximum of thirty (30) days prior to the new expected start of construction.
11) The bulkhead must be constructed prior to any backfilling activities.
12) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the
structure.
13) The bulkhead will be positioned landward of the vegetated marsh, with the excpetion of a 10 foot
by 15 foot old boat slip which is vegetated with saltmarsh.

Bruce D. & Billy E. Morton Permit#110-96
Page 3 of 4
ADDITIONAL CONDITIONS
14) All backfill materials will be obtained from a highground source and confined landward of the
permitted bulkhead.
NOTE: The fill associated with this project has been authorized by the Division of
Environmental Management under General Water Quality Certification No. 3025.
Riu� Installation
15) The riprap material must be free from loose dirt or any other pollutant. It must be of a size
sufficient to prevent its movement from the site by wave or current action.
Piers
16) This permit authorizes only the docks, piers, and other structures and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other
structures, whether floating or stationary, may become a permanent part of this docking facility
without permit modification. No non -water dependent uses of structures may be conducted on,
in, or over public trust waters without permit modification.
17) The dock and associated structures shall have a minimum setback distance of 15' between any
parts of the structure and the adjacent property lines as extended perpendicular to the channel
into the water at the points where they intersect the shoreline.
18) The new pier on the AIWW shall not exceed a total distance of 65' beyond the mean high
water line and shall not be greater than six (6) feet in water including the "T" section. No
permanent docking is authorized at this pier.
General
19) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work.
20) The authorized structure and associated activity must not cause an unacceptable interference
with navigation.
21) The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U. S. Coast Guard, through regulations or otherwise, on authorized
facilities.
22) This permit does not authorize the interference with any existing or proposed Federal project,
and, the permittee will not be entitled to compensation for damage to the authorized structure

Bruce D. & Billy E. Morton
ADDITIONAL CONDITIONS
Permit #110-96
Page 4 of 4
or work, or injury which may be caused from existing or future operations undertaken by the
United States in the public interest.
23) Permanent reflectors shall be attached to the pier on the A1WW in order to make it more
visible during hours of darkness or inclement weather.
Marina Docka¢e
24) In order to prevent closure of open shellfish waters, Shell Rock Landing may only provide wet
slip anchorage for the number of boats stated in the application; i.e., 16 and none of these
boats may be over 24', have cabins or heads.
NOTE: The permittee and/or his contractor is urged to meet with a Division of Coastal
Management representative prior to project initiation.
NOTE: Future development on the permittee's property may require a modification of this
permit. Contact a representative of this Division at [phone] prior to
commencement of any such activity for this determination.
NOTE: If the permittee charges for fishing from the new pier on the AIWW, an Easement will
be required from the Department of Administration, State Property office (telephone:
919/733-4346).

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT -<hellaoclz LANAIN1
a. Landowner:
Name 13avice D rYloQtorv�Li�llY 6. riblt}p/�
910 3%-2170 "
Address 13L Shellenct< [e.,
City _ H u-bee + State N C
Zip 2>SS39 Day Phone 910 3c16 2170
Fax 41D- 31-►7-241PA
b. Authorized Agent:
Name
Address
City State
Zip
Fax
Day Phone
c. Project name (if any)
NOM Pernur will be issued in ww of lando r(s), and/or
pwjea ww.
2. LOCATION OF PROPOSED
PROJECT
a. County e7NSInui
c. Street address or secondary road number
S-halc2clISo3 Shelke<K.4,9t4ttee
d. Is proposed work within city limits or planning
jurisdiction? Yesy_ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) I IJIegcoPgf?tI W6+crLd&!$
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.
I ICA" dUt er)s+INICe %e
+ta,WWut) L3ulkkeAd.f2emove+Repe„¢
ni2e K-s W)Aori RORi RAit'd' J&UA*11
Dee,e w 4k
Is the proposed activity maintenance of an existing
project, new work, or both? Ruth
c. Will the project be for public, private or commercial
use? Pe,yAae 4-eo6NmeALe,a 1
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. E i.sis..o1 CArn p s Sw -s wl
2MA4 Qftev.P +. DAev.
I,sa Fes. CQA IwJell A
AM�sS p..nbenu�
U40 A" h-1VAt LualeN SeA1..RII �O
�. u.se.t �• OCUS A CG.681A� A�
I AAtQAUv QV
Revised 03/95
996
-111

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Ppata�t. /® A erae6
b. Size of individual lot(s) w I A
c. Approximate elevation of tract above MHW or
NWL 74-n 10 gen4
d. Soil type(s) and texture(s) of tract
will DRAItLe,a .sat,.$,. 42Adae el
e. Vegetation on tract 4:arsta
f. Man-made features now on tract 0 AMAsy:h+s
RnaAG#,p— fUela.e— DfttAaleA AaAwAO
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local lane use plan)
Conservation ✓ Transitional
Developed Community
Rural Other
h. How is the tract zoby local government?
5Fi/Oi?w
i. Is the proposed project consistent with the applicable
zoning? Yes w­ No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes S/ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ✓ No
1. Are there wetlands on the site? ✓ Yes _ No
Coastal (marsh) _v4' Other
If yes, has a delineation been conducted? N8
(Atach documentation; if available)
i -
4 t:.
Revised 03/95
m. Describe existing wastewatertreatmentfacilities.
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.) NeNe-
o. Describe existinghinking water supply source.
rA+CIl-
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 tide, 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
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Agaa>z 16 A eae 5
b. Size of individual lot(s) w 1A
c. Approximate elevation of tract above MHW or
NWL 7 %b Ic feed
d. Soil type(s) and texture(s) of tract
Will DR&JUP 15egmeel
e. Vegetation on tract i<pg. sa
f. Man-made features now on tract Q Amy 514 W+-
f3neA�A��— t)otl�s— Dao ngeA 4eAwA115
g. What is the CAMA Land Use Plan land
classification of the site? (Consak the total laid use plan.)
Conservation ✓ Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
SA c t?w
i. Is the proposed project consistent with the applicable
zoning? Yes e- No
(Attach zoning conphim a eernficate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes _w' No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ✓ No
1. Are there wetlands on the site? ✓ Yes _ No
Coastal (marsh) ve' Other
If yes, has a delineation been conducted? W
(Attach documentation if available)
m. Describe existing wastewater treatment facilities.
.Sew a 6,.4+dtAs Goa-. Gam' eht3
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.) N d ut'
o" Describe existingAinking water supply source.
i • • ` sl•t-erL
S. 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 II" 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
1 !'
Revised 03/95

.
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
Address
Phone
Name
Address
Phone
Name Kn a a a f'- t-(j A S
Address i al S ,uj aecic Le
Phone 1•iy� NG. -2-s5m
• A list 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 03195
6. 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 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 i ! day of Read , 19—iL.
Print Name G2 ucp D.ffiaal- Ai +01l\j4 r, .Meth
Signa u7r 0.-
rmdowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
✓ CM 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.
APR 2 3 1996� ,!
w.........................yI

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
(Excluding
shomlim
stabilization)
Revised 03195
Average Final
Existhig Project
Length Width Depth Depth
Azz r
Yev
t
f.
N �
iS
3Ho
3ss9
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated Cr. . c
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes _ No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area t "0 a ^
c. Do you claim title to disposal area?
,L Yes _ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes _ No
If yes, where?
JL
t
t
=R219(96-
�
li
U

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ✓ No
f. Does the disposal include any area in the water?
Yes e/ No
a. Type of shoreline stabilization
,' Bulkhead Riprap
b. Length A U Ftl
c. Average distance waterward of MHW or NWL
6
d. Maximum distance waterward of MHW or NWL
� a
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes ✓ No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? Placed o9Lyc A,,k aasa
r^AV 0,f:+, '4+ Ir+le+ -"O 94;44 ?Aw5 j &V4J_ rtA/Ntd A, R 16C2.M ANk use
(Source oflnlfo/IMflon) P"Al VA) 6bcov/s4-IAAJ OF SCR�Pni-
f. Type of bulkhead or riprap material i?0l;Aa4%A
t1ile.o �VLISAI¢i-eeab io0 re�wsa.�i^...
R1paAp saoa�)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ✓ No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
41Z,;e4ex Joe'IA' Ly fAa7 Le. Able 10
u6c Dftl)N�
c. Will wetlands be cr3ssed in transporting equipment
to project site? —Yes ✓ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03195_ _, - -
I

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ✓ No
f. Does the disposal include any area in the water!
Yes v/ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length G 3D F41
c. Average distance waterward of MHW or NWL
O
d. Maximum distance waterward of MHW or NWL
-O
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in
(marsh), SAVs or other wetlands?
Yes ✓r No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
Mewo a '7�
coastal wetlands
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? Plated iArvt A,4Ati 4avde=7
MAg t F+. q(7+ JtAlei1
- 70 90A�I'�h b 61^1 A".il to -k'4)fved & ee.» A"JL Lisa
(sourceofinformadon) PusawAl of Seeee'i.
f. Type of bulkhead or riprap material f3ul IeAgA.4
01+Ate PV115Alf4V®nJeel �a r•w.✓a.et+..
R IPQAP CS }ONE)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ✓ No
z—
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? 1
fR.Ycea deed4._ b� +w97 de Able +O
uSc Da e4 ll N�
c. Will wetlands be cr5ssed in transporting equipment
to project site? _Yes ✓ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Date
ReAsed 03195 ,.
,.-..

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1e /amo.S�ah+s.Sdrne
6thiveaghAVe Srnwll rk°lea Line
b. Number of lots or parcels 2 JhAeml b
c. Density (give the number of residential units and the
units per acre) 04
d. Size of area to be grad filled or disturbed
including roads, ditches, etc. 100 at 1®® -"Oae_ i
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? Yes ✓ No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
D be us, -A tnf w
PanC.r�i° 0 C"% bAt
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. &0 °/m
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes /" No
If yes, date submitted
Describe proposed method of sewage disposal.
1,e4i-Ne -I-ArJtAh
Have the facilities described in Item i. above
received state or local approval? ,a ° s
(Attach appropriate documentation) Ng, N eJ :5,w4e (A 4
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).
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
in. Will water be impounded?
If yes, how many acres? _
Yes ✓ No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
L . 1—,19 AN
Applicant or ect Name
Signature �I
Date
Revised 03/95

3 ?
Form DCM-MP4
II't-
y
s`
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all
(1)
_ Commercial _Community _ Private
other sections of the Joint Application which relate to
(2)
Number
this proposed project.
(3)
Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) an or Pier(s)
(1) commercial _Community _ Private
(2) Number f
(3) Length /v30
(4)
Width of water body
(4) Width yFt.
(5)
Distance buoy(s) to be placed beyond
(5) Finger Piers ✓ Yes _No
shoreline
(i) Number
(ii) Length �
f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width .5
(1)
_ Commercial _Community , Private
(6) Platform(s) _ Yes &o,' No
(2)
Number
(i) Number
(3)
Length
(ii) Length
(4)
Width
(iii) Width
(7) Number of slips proposed 1 L
g. Other (Give wnpkte dsrcripfim)
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL A/eLW
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
�eo<<y7.�61errForo.a'�.11,
E.Ms�f
(3) Width
Applie nt or Proj Name
c. Groin (e.g. wood, sheetpile, etc.)��?fn
Signature
(1) Number
(2) Length(s)
/-5- I 1'0
ate
9
Breakwater (e.g,
(1) Length
(2) Average
wetlands.
(3) Maximum
wetlands _
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or
APR 2 3 1996
Revised 03/95

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
v Commercial _ Public _ Residential
b. Will the marina be open to the general public?
Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips ITa
Dry storage
Number of boats
_J— Boat ramp(s)
Other (describe) Fx,% `,Nf4 Qk c jg- %avQp,)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
✓ Other (describe) [t 1twr+ Dvf Gxis�aj
4A2 /3AA1 -+ —
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). l2 u rr B6n,rts
Typical boat length 5 + r X :) 7-4
h. Maximum boat length o2 2 t
i. Are any floating structures planned? N4
If so, describe _
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
o Office toilets
r Toilets for patrons
Number n
Location
Q Showers
n Boat holding tank pumpout
Type and location ovo 15emihi-irs 4OFf1N@A
b. Describe treatment type and disposal location for all
sanitary wastewater. N / A
c. Describe the disposal of solid waste, fish offal and
trash disposal. r+)r*'
d. How will overboard discharge of sewage from boats
be controlled? N Al
e. Give the location and number of "No Sewage
Discharge" signs proposed. t, "R
Revised 03195

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be
disposed of ? .11
h. Give the number of channel markers and "No
Wake" signs proposed. � f ii
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.�r.•
k. What will be the marina policy on overnight and
live -board dockage? r%c
I. Is the proposed marina located near any shellfish
leases? Yes _v,` No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
n. How many slips are now available? ! r
o. Is the marina proposed within a primary or
secondary nursery area? Yes y, No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes wr No
q. Give the location and number of "Pumpout
Available" signs proposed. P ': el Ch
/5 sJpa 1 9 C�
Date
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APR 2 3 1996
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
NEVLYTO
ArrEHIgN OF
August 16, 1996
Regulatory Branch
Action ID No. 199603574 and State Permit No. 110-96
Bruce D. and Billy E. Morton
136 Shellrock Landing Road
Hubert, North Carolina 28539
Dear Messrs. Morton:
Reference your application for a Department of the Army permit to
construct a bulkhead, excavate 1,125 square feet of marsh and 24,370 square
feet of non -vegetated shallow bottom, rip -rap a channel and construct a
fishing pier at the Shell Rock Landing Campground, adjacent to the
Intracoastal Waterway, near Hubert, Onslow County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. 198000291. Therefore, you may
commence construction activity in strict accordance with applicable State
authorization and the enclosed plan. Failure to comply with the State
authorization or conditions of the general permit could result in civil and/or
administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
LLENO
AUG 21 iV.%
WitSIAL
MANAGEMENT

µ n f
Copies Furnished (with plan):
Chief, Source Data Unit
NOAA/National Ocean Service
Attn: Sharon Tear N/CS261
1315 East-West Hwy., RM 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. John Parker
J Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Hefner
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Charles Jones, District Manager
Morehead City Regional Office
North Carolina Division of
Coastal Management
3441 Arendell Street
Post Office Box 769
Morehead City, North Carolina 28557

State of North Carolina
Department of Environment,
,Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
August 6, 1996
Mr. Bruce D. Morton
Mr. Billy E. Morton
136 Shell Rock Cir.
Hubert, NC 28539
Dear Sir:
EDEHNFR
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable,
the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is
retained by you and it must be available on site when the project is inspected for compliance. Please sign both the
original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1
or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days of this
decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit forth. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved.
If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all
permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning
permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for
assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal
resources.
Very sincerely,
John R. Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
P.O. Box 27687. FAX [phone]
Raleigh, North Carolina 27611-7687 l� ��U An Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293 60% recycled/10% post -consumer paper

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL/PROCESSING RECORD
A)
a
APPLICANT: Bruce D. Morton & Billy E. Morton COUNTY: Onslow
(Shell Rock Landing Campground)
LOCATION OF PROJECT: a highground boat basin off of the AIWW @ the end of SR1503 (Shell
Rock Landing Road), near the community of Bear Creek
DATE APPLICATION RECEIVED COMPLETE BY FIELD: April 26, 1996
FIELD RECOMMENDATION: Attached - NO To Be Forwarded - YES
CONSISTENCY DETERMINATION: Attached - NO To Be Forwarded - YES
it
FIELD REPRESENTATIVE: Jim Mercer TRICT OFFICE: Morehead
DISTRICT MANAGER REVIEW.= l EO s`?
DATE APPLICATION RECEIVED IN RM
PUBLIC NOTICE REC'D:
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO: a
C) 75 DAY DEADLINE:
MAIL OUT DATE: f Y
FEDERAL DUE DATE:
Y..1 iyyb
1' FEEREC'D:$
END OFADTICE DATE:
DEED REC'D:
1,e,z ON: S_ — �— 9 1-
150 DAY DEADLINE:
STATE DUE DATE: / yc
FED. COMMENTS REC'D: -7 - 1 5 — 9 Z
PERMIT FINAL ACTION: ISSUE DENY
DRAFT ON `,>_ / �-- 9�
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal
Management Dist. Office
C
5-- � _
J`
Div.
of
Community Assistance
_I
Land
Quality Section
Div.
of
Env. Management
State
Property Office
J J
Div.
of
Archives & History
Div.
of
Env. Health
Div.
of
Highways_
I �
Wildlife
Resources Commission
Div.
of
Water Resources
Div.
of
Marine Fisheries

MEMORANDUM•
TO: JOHN R. PARKER
FROM: JAMES L. MERCER
SUBJECT: COMMENTS & RECOMMENDATIONS
BRUCE D. MORTON & BILLY M. MORTON
SHELLROCK LANDING CAMPGROUND
AIWW / ONSLOW CO
DATE: May 9, 1996
I have worked exclusively with Mr. Bruce Morton on his renovation
requirements with regards to the current CAMA Use Standards. As
outlined in the field report, the existing highground boat basin
was originally permitted and dug some 17 years ago.
Although the maintenance excavation and the bulkhead construction
involves the direct loss of some 1,685 square feet of saltmarsh
cordgrass, the overall size and shape of the basin will remain the
same. In addition, the applicant states that there will be no
increase in the number of slips and that no more than 16 boats will
be allowed to permanently tie-up to the new docking structure.
A few last minute technical matters need to be resolved: 1) a
letter of permission from Mrs. Patricia Matthews who is Mr.
Morton's sister since he proposes to bulkhead and backfill a 30
foot section of her property. This is an issue which I did not
pick-up until recently, and I have asked Mr. Morton to provide the
with the necessary documentation. 2) On the day that he submitted
the application package, Mr. Morton penciled a fishing pier on the
project drawings. Will the new fishing pier at the marina require
a SEPA review? 3) I have just located a cultural resource site on
the "Hubert" quadrangle near the project. The site is listed as
"ON 30" and I have mentioned it to Mark Matthis. I have attached
an applicable note to my list of permit conditions.
I support the issuance of the LAMA / Dredge & Fill permit to
authorize the proposed activities. The following conditions are
for your consideration:
#1 All proposed development and associated construction must be
done in accordance with the permitted workplat drawing(s) as
originally submitted and stamped RECEIVED on April 23, 1996.
#2 All construction must conform to the North Carolina Building
Code requirements and all other Local, State and Federal
regulations.
#3 Any change or changes in the plans for development,
construction, or land use activities will require a re-
evaluation and modification of this permit.

COMMENTS & RECOMMENDATIONS
BRUCE D. MORTON 6 BILLY E. MORTON
,SBELLROCR LANDING CAMPGROUND
MAY 61 1996
#4
In order to prevent sedimentation, a vegetated buffer zone
must be maintained between all disturbed areas and the
adjacent waterbody or marsh. In this case, a 30 foot wide
buffer has been accepted.
#5
Prior to initiating any land -disturbing activities, a barrier
line of filter cloth, staked hay bales, or burlap must be
installed between the land -disturbing activity and the
adjacent marsh or water areas, until such time as the area1ias
been properly stabilized with a vegetated cover.
#6
Pursuant to 15 NCAC, Subchapter 7J.0406(b), this permit may
not be assigned, transferred, sold or otherwise disposed or to
a third -party.
#7
The amount of built -upon area shall be limited to no more than
25% of the AEC area of the land to be developed; in this case,
30,666. ft. or approximately 20%.
#8
Stormwater collection systems are prohibited.
\�
v #9
A 30' buffer zone must be provided from the Mean High water
line.
v
#10
Excavation will not exceed -4 feet below the Mean Low water
level.
#11
3
The alignment of the proposed bulkhead must be staked by a
representative of the Division of Coastal Management (DCM)
within a maximum of thirty (30) days prior to the start of
construction. Failure to initiate construction within thirty
(30) days, or erosion of the shoreline by adverse weather
conditions, will require the alignment to be re -staked by DCM
within a maximum of thirty (30) days prior to the new expected
start of construction.
\Z�1Z #12
The riprap material must be free from loose dirt or any other
pollutant. It must be of a size sufficient to prevent its
movement from the site by wave or current action.
#13
The riprap material must consist of clean rock or masonry
materials such as, but not limited to, granite or broken
\Z
concrete. Materials such as tires, car bodies, scrap metal,
paper products, tree limbs, wood debris, organic material or
similar material, are not considered riprap.
#14
The bulkhead must be constructed prior to any backfilling
activities.

Y/
COMMENTS & RECOMMENDATIONS
BRUCE D. MORTON & SILLY E. MORTON
,SHELLROCR LANDING CAMPGROUND
MAY 6, 1996
\ 15 The bulkhead must be structurally tight so as to prevent
seepage of backfill materials through the structure.
\_#16 The temporary placement or double -handling of excavated
materials within waters or wetlands is not authorized.
#17 All excavated materials will be confined above mean high water
and landward of regularly or irregularly flooded marsh behind
adequate dikes or other retaining structures to prevent spill-
over of solids into any marsh or surrounding waters.
4 #18 The disposal area will be constructed a sufficient distance
from the mean high water level or any marsh to eliminate the
possibility of dike erosion into or upon any marsh or
surrounding waters.
5 #19
The dike, backfill and spoil area will be properly graded and
provided a ground cover sufficient to restrain erosion within
thirty (30).working days of project completion.
16 #20
This permit authorizes only the docks, piers, and other
structures and uses located in or over the water that are
expressly and specifically set forth in the permit
�%Sti.
application. No other structures, whether floating or
stationary, may become a permanent part of this docking
facility without permit modification. No non -water dependent
uses of structures may be conducted on, in, or over public
trust waters without permit modification.
/
#21
The dock and associated structures shall have a minimum
Q
setback distance of 15' between any parts of the structure and
the adjacent property lines as extended perpendicular to the
channel into the water at the points where they intersect the
shoreline.
f� #22
No attempt will be made by the permittee to prevent the full
�'—
and free use by the public of all navigable waters at or
adjacent to the authorized work.
#23
The authorized structure .and associated activity must not
cause an unacceptable interference with navigation.
ZC
C #24
The permittee must install and maintain, at his expense, any
signal lights and signals prescribed by the U.S. Coast Guard,
through regulations or otherwise, on authorized facilities.

BRUCE D. MORTON & BILLY E. MORTON .
BHEL'LROCR LANDING CAMPGROUND
.MAY 6, 1996
#25 This permit does not authorize the interference with any
existing or proposed Federal project, and, the permittee will
2 not be entitled to compensation for damage to the authorized
structure or work, or injury which may be caused from existing
or future operations undertaken by the United States in the
public interest.
2 #26 Permanent reflectors should be attached to the structure in
order to make it more visible during hours of darkness or
inclement weather.
NOTE: The project site is located in an area having a high
probability of containing cultural resources such as artifacts,
human remains, etc. If such materials are encountered, the
permittee must immediately stop work and notify the District
Engineer, Wilmington Corps of Engineers at [phone] and the
N.C. Division of Coastal Management at [phone].
NOTE: A copy of this permit is being forwarded to the Department
Z of Administration (DOA), State Property Office, from which you must
receive an easement prior to proceeding with your project. Contact
a representative of the DOA at [phone] for more information
about easements.
NOTE: An Erosion and Sedimentation Control Plan will be required
for this project. This Plan must be filed at least thirty (30)
days prior to the beginning of any land -disturbing activity.
Submit this Plan to the Department of Environment, Health and
Natural Resources, Land Quality Section, Wilmington.
J NOTE: The permittee and/or his contractor is urged to meet with
Division of Coastal Management prior to project initiation.
I v NOTE: Future development on the permittee's property may require
a modification of this permit. Contact a representative of this
Division at [phone] prior to commencement of any such
activity for this determination.
cc: Charles S. Jones
Jeff Richter

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 1, 1996
MEMORANDUM:
TO: Kathy B. Vinson, District Planner
Division of Coastal Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
C) FEE HNFR
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground)
Project Location: a highground boat basin off of the AIWW @ the end of SR1503 (Shell Rock Landing
Road), near the community of Bear Creek
Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance
dredging and constructing replacement docks, boat ramps, and new bulkheads around
the basin
Please indicate below your office's position or viewpoint on the proposed project and return this form by May
21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726-
7021. When appropriate, in-depth comments with supporting data is requested.
REPLY: 'J V_ This office has no objection to the project as proposed. dBmM S a 7'ye&.6 C .
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are incorporated.
See attached.
This office objects to the project for reasons described in the
MAY 23 1996
Cu
SIGNED- DATE S urlerMANAGEMENT
obb, 3S ., ore ea ity, North r Ina o
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper _ G

J
4 _ 4 Ak 14
TO: John Parker
FROM: Kathy Vinson
SUBJECT: Consistency Determination, Bruce D. Morton & Billy E.
Morton (Shell Rock Landing Campground), Onslow County
DATE: May 22, 1996
The applicants propose to refurbish an existing boat basin at the
Shell Rock Landing Campground by conducting maintenance dredging
and constructing replacement docks, boat ramps and new bulkheads
around the basin. Currently there are 16 boat slips in the basin.
According to the application, the proposed work will provide 16
slips, with no increase in capacity.
The project is located off the AIWW, at the end of SR 1503 (Shell
Rock Landing Road), near the Bear Creek community in Onslow
County.
Areas of Environmental Concern (AECs) impacted by the work include
the ORW Estuarine Shoreline, Estuarine Waters and Coastal Wetlands.
Waters at the project site are classified as SA-ORW and are open to
the harvesting of shellfish. The area is not a Primary Nursery
Area.
I have reviewed this proposal for consistency with the 1991 Onslow
County Land Use Plan (LUP) Update and offer the following comments.
The general area of the project is classified as Limited
Transition, while the AECs impacted by the proposed work are
classified as Conservation.
The Onslow County Land Use Plan describes the Limited Transition
classification as suitable for mixed uses, including commercial
purposes (Page 261).
The Conservation classification is discussed on Pages 263-265 of
the LUP. Onslow County allows uses consistent with the 15A NCAC 7H
Use Standards in the Estuarine Shoreline, Estuarine Waters and
Coastal Wetlands AECs.
Relevant policies contained in the Plan include Resource Protection
Policies for AECs (Pages 203-208), which reiterate the County's
concurrence with state standards for development. These policies
also state that within ORW waters, all development must be
consistent with the appropriate ORW Management Plan. Additionally,
Onslow County prohibits any marina expansion within the Bear Island
and Stump Sound ORWs. Onslow County has determined that the
addition of even a single slip constitutes an expansion (Page 207).

Fragile Areas policies contained on Pages 212-214 reiterate Onslow
Couhty's prohibition against marina expansion in ORW areas.
Bulkhead Installation Policies are found on Page 221 and allow
bulkheads which are consistent with the 7H Use Standards.
Provided no increase in docking capa beyond the existing 16
slips is created by the work, and p ovided all ate requirements
are satisfied, this project appears o be consiste with the 1991
Onslow County Land Use Plan Update.
cc: Preston Pate
Charles Jones
Reid Tunstall

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Bruce Morton and Billy Morton
136 Sheilrock Lane
Huber, NC 28539
Dear Mr. Morton:
ATa*
ID FE F1
June 8, 1996
Onslow County
DEM Project # 960415
You have our approval to place fill material in 1,100 square feet of wetlands or waters for the
purpose of refurbish a boat basin by maintenance dredging and constructing new docks, ramps and
bulkheads at Shell Rock Landing of SR 1503), as you described in your application
dated 3 May 1996. After revie g your apply ation, we have decided that this fill is covered by
General Water Quality Ce�cati Number 3025.
This approval is only valid for sign 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.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
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 Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-
1786.
Sincerely,
C"CIFIVE9
eston�r. P.E.Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Domey
Central Files
John Parker; DCM
960415.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/l0% post consumer paper

w
To: John Dorney
Environmental Sciences Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON
WQ SUPERVISOR: ADKINS
DATE: May 28, 19%
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMTT YR: 96 PERMIT NO.: 960415 COUNTY: Onslow
PROJECT NAME: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground)
PROJECT TYPE: Boat Basin PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: May 3, 1996
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030501
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA ORW STREAM INDEX #: 19-41-(15.5)
*OPEN OR CLOSED: Open
WL IMPACT: N/A WL TYPE: SM
WL REQUESTED: 0.012 WL ACR EST: Yes n
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A O �O
MITIGATION SIZE: N/A RATING SHEET ATTACIIED?: N/A
RECOMMENDATION:ISSUE S er
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to refurbish an existing boat basin.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certifica ion #302
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Existing Septic Tanks
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: WETLq. ft.
IS FELL ELIMINATING A SIGNIFI USE? No
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes

960415.may
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project be done in such
a manner so as to not cause turbidity outside the immediate construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Charles Jones
John Parker
YRECEIVE�
JUN ons�A
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DATE
Dffl". I My iin S",f!l, Rock
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 1, 1996
MEMORANDUM:
TO: Mr. Charles Gardner, Director
Division of Land Resources
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
/\ �:'
C) FEE rL, -INFO
92 MAY 0 3 1996
JU
DIVISION OF
COASTAL MANAGEMENT
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground)
Project Location: a highground boat basin off of the AIWW Q the end of SR1503 (Shell Rock Landing
Road), near the community of Bear Creek
Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance
dredging and constructing replacement docks, boat ramps, and new bulkheads around
the basin
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
21, 1996. If you have any questions regarding the proposed project, please contact Jim M 3f'
7021. When appropriate, in-depth comments with supporting data is requested.
RECENEO
7 1996
..,,,.crGt.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
rwEJTe:.orJ LE20Sra!) CflJteoc PvF,v 4PG/20vgr_ Musr at3E7Arn�1� Foe- T,als P2DJtCT.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE /"1A`L L 199 6 _
x en e o ea ity, North o
elepho 919-7267021 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

r
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 10, 1996
MEMORANDUM
TO: Mr. Charles R. Fullwood, Jr., Director
Wildlife Resources Commission
Attn: Habitat Conservation Program
ryczlm
SUBJECT:
John Parker, Jr.
Major Permits Processing Coordinator
�w
®EHNFR
CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd..), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basn, etc.
RECEIVED
MAY 221996
COASTAL
MANAGEMENT
Please indicate below your agency's position or viewpoint on the proposed and return this form by May
31, 1996. If you have any questions regarding the proposed project, please contact John Parker at 733-
2293. When appropriate, in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
Signed , wuzip P,,,51.,1—'i,+.:p, comd:..�Date 6-AI-5(a
Ncu�uc-
May 21, 1993
P.O. Box27687, ��y� FAX [phone]
Raleigh, North Carolina 27611-7687 N�� CAn Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293 50% recycled/10% post -consumer paper

® North Carolina Wildlife Resources Commission KN
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R- Parker, Jr., Coordinator
Major Permits Processing Section
Division of Coastal Management, DEHNR
2
FROM: 1i3 William Wescott, Coastal Coordinator
Habitat Conservation Program
DATE: May 21, 1996
SUBJECT: CAMA/Dredge and Fill Permit Application for Bruce & Billy Morton/Shell Rock
Landing Campground, end of SR1503, Onslow County.
Biologists on the Wildlife Resources Commission staff have reviewed this permit
application and are familiar with habitat values of the project area. A site visit was conducted on
May 20, 1996. Our comments are provided in accordance with provisions of the Coastal Area
Management Act (G.S. 113A-100 through 113A-128), as amended, and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to maintenance dredge a man-made basin, construct new docks,
boat ramp, and new bulkheads around the basin. The waters at the site are classified as SA-ORW
and are open to shellfish harvest.
The adverse impact anticipated to result from the project is turbidity associated with
dredging. Elevated turbidity could reduce water quality and stress marine organisms in the area,
particularly during warm weather. Excessive turbidity could be detrimental to the larval stage of
marine organisms. Considering the quality of the water and the estuarine system, we request a
dredging moratorium between April 1 and September 30. According to the maps provided with
the application, the mou o asin is approxmrately 80 ft. wide. The project site can be
isolated from adjacent surface waters by positioning a silt curtain/boom across the mouth of the
basin. The silt curtain/boom should be installed prior to dredging and remain in place for a
minimum of 72 hours after dredging is complete.
We appreciate the opportunity to review and comment on this project. If you need further
assistance or additional information, please contact William Wescott at (919) 9274016.

State of North Carolina
Department of Environment,
Health and Natural Resources v
Division of Marine Fisheries 1
ANNUMMMUMOdIL A�
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Bruce L. Freeman, Director
23 May 1996
MEMORANDUM
TO: John R. Parker, Jr.
Major Permits Processing
Coordinator
FROM: P.A. Wojciechowski/.�l'l�j
SUBJECT: CAMA/DREDGE & FILL Permit Application
Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground)
Attached is the Division's reply for the above referenced project. If you have any
questions, please don't hesitate to contact me.
PAW/bc
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

VFW.
State of North Carolina 17
Department of Environment,
WYWA
Health and Natural Resources •
Division of Coastal Management
. )A
James B. Hunt, Jr., Governor � -
Jonathan B. Howes, Secretary C) E H N F1
Roger N. Schecter, Director
FD
�11D
May 1, 1996IggMEMORANDUM: R./SUBLANDS
TO: Mr. Bruce L. Freeman, Director
Division of Marine Fisheries
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground)
Project Location: a highground boat basin off of the AIWW Q the end of SR1503 (Shell Rock Landing
Road), near the community of Bear Creek
Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance
dredging and constructing replacement docks, boat ramps, and new bulkheads around
the basin
Please indicate below your agency's position or viewpoint on the proposed project and return this form by May
21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726-
7021. When appropriate, in-depth comments with supporting data is requested.
J
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objectsV the project for reasons described in the attached comments.
SIGNED /�/ / / DATE oC d ✓L1 wL 41 G
P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Roger N. Schecter, Director
May 15, 1996
MEMORANDUM
TO: P. A. "Ski" Wojciechowski
Division of Marine Fisheries
A1t INA
[:)EHNFR
�I
Li7iR./SUBLANDS
1
FROM: John Parker o RFcFIVEO �
Major Permits Processing Coordinator MAY 21 i;,96
SUBJECT: CAMA/Dredge and Fill Permit Application Review MAW `ryVtNT
APPLICANT: Bruce D. & Billy E. Morton/Sheil Rock Landing Cam
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basin, etc.
Please indicate below your agency's position or findings on the proposed project as it relates to
matters of public trust. If you have any questions regarding the proposed project, contact John
Parker at 733-2293 or the DCM field representative for the project. This form should be used only
for tracking and intra-agency commenting.
REPLY There are no known public trust conflicts with the project location or design.
There appear to be public trust conflicts that require additional investigation.
Approximately _ days additional review time is needed.
s� It is recommended that changes be made to the project to reduce or eliminate
public trust conflicts, as discussed in the attached memo.
G✓E AIAX0 ?' ff^pw /F •6 IV447viv 0'W- a'" '•f�faSL
4/tacx • O. n, a*ra�' h'.sr i+-e �i✓/.r.Frr iii TaJsE .Oi+-�.�,on 7Y cc,�.7ic r�i1< �dr,
SignedDate
771VAt ifwh Crited'%O,Lf of //L1ifc ,.s0-.0
SL�4A'/rTiLd /f � /vv...9/7' �.•ry j ••�� O.,(.«-r/a.. cscLJ /E"T� .
c�ti.rtcT
P.O. Box 27687, �`y- FAX [phone]
Raleigh, North Carolina 27611-7687 Nr� C An Equal Opportunity/Afflmxfte Action Employer
Voice 919-733-2293 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 31, 1996
u ul::►4T
TO: Mr. Joe Henderson, Acting Director
State Property Office
Department of Administration
FROM:
SUBJECT:
John Parker, Jr.
Major Permits Processing Coordinator
1�
IDEHNR
CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basin, etc.
REC NEO
MAY 311996
Cukz,i i'1
MANAGEMENT
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 31, 1"6. If you have any questions regarding the proposed project, please contact John Parker at
733-2293. When appropriate, in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
Signed / � G�c.�--- (,J Date5PLO I
P.O. Box 27687, zlw�y� FAX [phone]
Raleigh, North Carolina 27611-7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Divisi6n of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
u TWA U1 y1XV0 u
TO:
FROM:
SUBJECT:
May 31, 1996
Mr. Larry R. Goode, Phd., P.E.
Highway Administrator
Division of Highways
John Parker, Jr.
Major Permits Processing Coordinator
A
�
IDEHNFR
CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basin, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 31,1996. If you have any questions regarding the proposed project, please contact Jo t
733-2293. When appropriate, in-depth comments with supporting data are requested. _,
w /44 i u
REPLY This agency has no objection to the project as proposed � 21 1 96
MANAGEMENT
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
incorporated. See attached.
This agen obj is the project for reasons described in the attached comments.
Signed Cam/" Date Jr )C1�91��
P.O. Box 27687, �`�FAX [phone]
Raleigh, North CaroYna 27611-7687 N 4 C An Equal FAX
Action Employer
Volce 919-733-229350% recycled/ 10% post -consumer paper

IV
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 1, 1996
Iul»13 C�]
TO: Mr. William A. McNeil, Director
Division of Community Assistance
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
AT
•�'
1:3FEE HNF1
MAY 0 3 1996
DIVISION OF
COASTAL MANAGE
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campgrm'
Project Location: a highground boat basin off of the AIWW @ the end of SR1503
Road), near the community of Bear Creek
Y' 4
RECOVED
MAY14 1996
C,0&iTAL
MM O EWNT
Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance
dredging and constructing replacement docks, boat ramps, and new bulkheads around
the basin
Please indicate below your agency's position or viewpoint on the proposed project and return this form by May
21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726-
7021. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE o
ox ren a ore ea City, North Caroinourier
Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
MEMORANDUM
TO:
FROM:
SUBJECT:
APPLICANT:
May 31, 1996
Ms. Renee Gledhill -Early
Environmental Review Coordinator
Division of Archives and History
John Parker, Jr.
Major Permits Processing Coordinator
AL
r� ter_
®EHNF;Z
CAMA/DREDGE & FILL Permit Application
R c� EO
JUN 7 1996
COASM
NMNAGEMEW
Bruce D. & Billy E. Morton/Shell Rock Landing Campground
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basin, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 31,1996. If you have any questions regarding the proposed project, please contact John Parker at
733-2293. When appropriate, in-depth comments with supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
Signedg(ALZ - ✓/ Date �'1S/�
P.O. Box 27687. y�FAX [phone]
Raleigh, North Carolina 27611-7687 Nir
-C An Equal Opportunity/Affirmative Action Employer
Voice 919-733-22930".9120aw. 50% recycled/10% post -consumer paper

a.
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 31, 1996
MEMORANDUM
TO: Mr. John Sutherland, Chief
Water Planning Section
Division of Water Resources
FROM: John Parker, Jr.
Major Permits Processing Coordinator
EDEHNFR
DMS0J 0-F VVATER RESWRCL'$
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Bruce D. & Billy E. Morton/She11 Rock Landing Campground
PROJECT LOCATION: End of SR1503 (Shell Rock Landing Road), Onslow Co.
PROPOSED PROJECT: To refurbish the existing boat basin, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return
May 31,1996. If you have any questions regarding the proposed project, please contact e
733-2293. When appropriate, in-depth comments with supporting data are requested. ft��E"490
J00,r�`��Nt
REPLY This agency has no objection to the project as proposed.
v k This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
Signed Date
P.O. Box 27687, N�`y. FAX [phone]
Raleigh, North Carolina 27611-7687 An Equal Opportunity/Afflrmattve Acton Employer
Voice919-733-22937!R7 50%recycled/10%post-consumer paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground
2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503
(Shell Rock Landing Road) near the Bear Creek Community in Onslow County.
Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8
1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19
State Plane Coordinates - X: 2569100 Y: 333200
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - April 23, 1996
Office - Morehead City
6. SITE DESCRIPTION:
(A) ,, Local Land Use Plan - Onslow County Land Use Plan Up -date 1992
Land Classification From LUP - Limited Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial Boat Basin at Campground.
(E) Wastewater Treatment: Existing - Septic Systems for Campsites
Planned - None
(F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead
Planned Replace Docks, Ramp, Bulkheads, New Fishing Pier
(G) Estimated Annual Rate of Erosion: 2 to 3 feet
Source - Personal Observations
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Saltmarsh cordgrass / Bulkhead
/ Excavation
1,125 sq. ft.
560 sq. ft.
(B) Non -Vegetated Wetlands
Boat Basin / Channel
24,370 sq. ft.
Fishing Pier / AIWW
774 sq. ft.
Riprap / Channel
540 sq. ft.
(C) Other
Highground / Spoil
13,000 sq. ft.
/ Riprap Beach
600 sq. ft.
(D) Total Area Disturbed: Approximately 4 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA / Open / ORW

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the
campground by conducting maintenance dredging and constructing replacement docks, boat
ramps and new bulkheads around the basin.
9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing
Campground is located about 4 miles southwest of Swansboro at the end of State Road
#1503 which is also known as the Shell Rock Landing Road in Onslow County. The
project site consists of two deeded tracks of land owned by the respective applicants.
The property contains approximately 3.52 acres of land adjacent to the Atlantic
Intracoastal Waterway situated between Queens Creek and Saunder Creek near the
community of Bear Creek. The rural vicinity around Shell Rock Landing is an un-
zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow
County, the project site is serviced by the county drinking water system. The entire
project site is located within the 575 Fr. Estuarine Shoreline AEC that adjoins the
Outstanding Resource Waters (ORW) along this section of the sound. The surface
waters are also classified as "SA" and they are "open" to the harvesting of shellfish.
The aerial photographs referenced on the front of this report provides a 17 year
historical sequence of the project site from 1978 to 1995. The focal point of the
property and the subject of the CAMA / Dredge & Fill application is the man-made
boat basin originally excavated into the highground. The project was first authorized
in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton,
have operated and maintained the property as a commercial boat ramp and campground
for the past several years. There are 16 boat slips in the basin. Although seven of the
old finger piers will be removed, the application states that only 16 wet slips will be
provide upon completion of the project. The emphasis of the proposed project is to
restore the usable water depths in the basin and stabilize the interior shoreline with
bulkheads. A late addition to the workplat drawing and applicant's permit request
includes the construction of a "fishing pier" on the primary shoreline providing
pedestrian access to the surface waters immediately adjacent to the A1WW.
As proposed, the require maintenance dredging / excavation has been divided into 4
sections: "A" is the northern leg of the basin with the shallowest water depths and the
most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin
with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the
basin and provide access to the boat ramp. The combined area of the basin is
approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will
restore an overall water depth of -4 FT. on mean low tide. Some of the excavation
near the boat ramp and around the shoreline will be accomplished by a equipment such
as a backhoe. Other section of the basin will be dredged by using a small hydraulic
pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will
place in the highground disposal area on the north side of the basin. The spoil area is
a large open grassed field that slope towards the basin. The project plans show the
area will be dike with a vegetated berm. Maintenance dredging will displace about
1,125 square feet of marsh grass dominated by saltmarsh cordgrass.

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE k2
Once of maintenance dredging has been accomplished, the shoreline will be stabilized
with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new
bulkhead will be installed. In order to create a straight alignment, the new bulkhead
will cut off an small boat slip measuring 10 ft. by. 15 ft. and occupied by saltmarsh.
Elsewhere _ along 'the alignment, the bulkhead should be installed landward of the
narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass
situation occurs along the shoreline in section "A". As proposed, approximately 255
feet of new bulkhead will be installed landward of the fringe marsh grass. All of the
existing forger -piers along the new bulkhead will be removed.
The workplat drawing also calls for the construction of a new dock running parallel to
the bulkhead in basin section "A" and "B". Approximately 406 feet of dock measuring
6 feet wide will connect access to the boat ramp. In combination with the maintenance
excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new
structure. The existing boat ramp is located at the east end of basin "D". The 12 foot
wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but
expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp
will be displaced by the new launching facility.
The last item being proposed is a fishing pier to be locate on the primary shoreline
adjacent. to the AIWW. The overall length of the pier will be 55 feet and this includes
a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to
be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the
AIWW. There is no red channel marker near the proposed pier and so the workplat
drawing was corrected by this office using a black marker.
10. ANTICIPATED IMPACTS:. The proposed project will displace approximately 1,685
square feet of saltmarsh cordgrass within the man-made boat basin. The build up of
sediments and marsh vegetation in the basin has been allowed to occur since the basin
was originally permitted about 26 years ago. The actual maintenance dredging will
restore the -4 foot water depth over approximately 24,370 square feet on subaqueous
bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square
feet of estuarine surface waters on the Outstanding Resource Waters in this section of
the Western Bogue Sound ORW. If the overall length of the pier does not exceed the
length of the other pier along the same shoreline; it should not pose a problem to
navigation.
PREPARED BY: JAMES L. MERCER
DATE: APRIL 30, 1996

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�Ql,'s 'VaRke1k—
TO: PERMIT REVIEW AGENCIES
FROM: JAMES L. MERCE
SUBJECT: WORKPLAT DRAWINGS
SHELLROCK LANDING CAMPGROUND
BRUCE MORTON AND BILLY MORTON
ONSLOW CO.
DATE: May 2, 1996
The enclosed workplat drawings for the referenced project were
inadvertently left out of the package that was mailed to you
earlier in this week. Sorry for the mix-up and thanks for your
help.

O Q � {�1f^•f�r�• rf{rFrS i 4, t�/} 7, ri

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATrENrK)N OF July 29, 1996
Regulatory Branch
Action ID No. 199603574
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Bruce D. and Billy E. Morton for a
Department of the Army permit to construct a bulkhead, excavate 24,370 square
feet of non -vegetated shallow bottom, rip -rap a channel and construct a
fishing pier at the Shell Rock Landing Campground, adjacent to the
Intracoastal Waterway, near Hubert, Onslow County, North Carolina.
The initial application requested authorization for dredging
approximately 1,125 square feet of vegetated marsh. Correspondence received
from the applicant since the initial application states that no marsh will be
excavated. This is in keeping with recommendations from the National Marine
Fisheries Service and has been noted in the following permit condition
recommendations.
The Federal agencies have completed review of the proposal as presented
by the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
1. All work authorized by this permit must be performed in strict
compliance with the permit plans.
2. The bulkhead will be positioned landward of the vegetated marsh,
with the exception of a 10 foot by 15 foot old boat slip (as identified in the
bio report) which is vegetated with saltmarsh.
3. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
4. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour and any regularly or irregularly flooded
vegetated wetlands within adequate dikes or other retaining structures to
prevent spillover of solids into any vegetated wetlands or surrounding waters.
5. No excavated or fill materials will be placed at an
temporarily) in any vegetated wetlands or waters.
6. No vegetated wetlands will be excavated or filled,
exception of the 10 by 15 foot old boat slip to be filled.

n
7. Excavation will not exceed 4 feet below the elevation of mean low
water (MLW).
B. The permittee's scheme of development, of which the authorized work
is a part, contemplates the presence of structures and their attendant
utilities on lands subject to an easement in favor of the United States for
the operation, maintenance, improvement, and enlargement of the Atlantic
Intracoastal Waterway (AIWW). Accordingly, the permittee will be required to
remove such structures and improvements at his own expense in the event that,
in the judgment of the U.S. Army Corps of Engineers acting on behalf of the
United States, the lands are needed at any time for any purpose within the
scope of the easement. Permanent buildings will not be constructed within the
easement.
9. The bulkhead's backfill material will be clean and free of any
pollutants except in trace quantities. Metal products, organic materials, or
unsightly debris will not be used.
10. No attempt will be made by the permittee to prevent the full and
free use by the public of all navigable waters at or adjacent to the
authorized work. Use of the permitted activity must not interfere with the
public's right to free navigation on all navigable waters of the United
States.
11. The permittee will maintain the authorized work in good condition
and in conformance with the terms and conditions of this permit. The
permittee is not relieved of this requirement if he abandons the permitted
activity without having it transferred to a third party.
12. The activity will be conducted in such a manner as to prevent a
.. significant increase in turbidity outside the area of construction or
., construction -related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or
less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or
less in trout waters, are not considered significant.
13. This Department of the Army permit does not obviate the need to
obtain other Federal, State, or local authorizations required by law.
14. This permit does not grant any property rights or exclusive
privileges.
15. In issuing this permit, the Federal Government does not assume any
liability for:
a. Damages to the permitted project or uses thereof as a result of
other permitted or unpermitted activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of
current or future Federal activities initiated on behalf of the general
public.
c. Damages to other permitted or unpermitted activities or
structures caused by the authorized activity.
2

d. Design and construction deficiencies associated with the
permitted work.
e. Damage claims associated with any future modification,
suspension, or revocation of this permit.
Questions or comments may be addressed to the undersigned at telephone
[phone].
Sincerely,
h�of f,C:cter
Project Manager
Wilmington Regulatory Field Office
Copies Furnished:
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health, and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. John Hefner
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Charles Jones, District Manager
Morehead City Regional Office
North Carolina Division of
Coastal Management
3441 Arendell Street
Post Office Box 769
Morehead City, North Carolina 28557
Blind Copy Furnished:
CESAW-CO-RS/Ramel
3

ix a
Nol
June 10, 1996
Jeffrey H. Richter
Project Manager
Willmington Regulatory Field Office
Reference : Action ID No. 199603574
Dear Mr. Richter:
I received your letter requesting addition information to be
in full compliance with the MOA.
A. Information regarding any other alternatives to the work for
which 1 have applied and justification that the selected plan is
the least damaging to water or wetland areas.
Response: I had Jim Mercer (CAMA) meet with me prior to submitting
the application for permit. During the site evaluation Mr. Mercer
made recommendations as to the best methods to reduce any damage to
the water or wetlands. I agreed to apply as instructed and have
done so. In our meetings I cannot recall any alternatives that
could be used. that would be more affective.
3. Steps taken for appropriate_ and practical steps to reduce
:'ti�tland losses.
Response: No wetlands will reed to be crossed to perform
construction and repairs. The excavated material will be placed in
a diked area, screened, with a overflow. The permit request the
installation of bulkhead and using riprap to control erosion from
tide and wave action from passing large motorcraft. I expect no
wetland, loss or damage.

SENT 'gv:r,Irr_ c;cn 7iszrict
1-15-H : 10:51
USACE-3eg, 8rar,r,h-+
1# 4
C. Mitigation�r all unavoidable adverse impacts remaining after
all appropriate and practical minimization has been completed.
Response: Over the years marsh grass has established itself along
the edge of the shoreline. As the drawings show, most of the marsh
that has been established will be left with a five foot buffer to
allow it to protect the shoreline. it was recommended by Mr.
Flercer to remove a minimal amount on the north side of the basin to
enable the construction of the bulkhead and stop erosion that would
continue even though the marsh would remain. Mr. Mercer and Myself
have agreed to leave all - marsh as is except as noted on the
drawing,
If further assistance is needed Z will cooperate fully.
Sincerely,
t _
Bruce D Morton
L

SE^Jt BY:,A, _s rict 7-15-96 r 10:51 USAGE —Reg, Srancn— ;4 2
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REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROUNA28402-1890
, �L-0� 3, 1qq (o
Regulatory Branch _
Action ID. Applicant 1(,L o� �\1-1 �-
Waterway
(i \`�� County Lna,\ .� Type Work
Mr. Larry Hardy
National Marine Fisheries
Service, NOAA
Fr✓cr3 I=land
Beaufort, North Carolina 28516
Field Supervisor
Fish and Wildlife Enhancement
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section -Region IV
Wetlands, oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Gentlemen
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
��lc- ha�ICS JOY1�5
�oCthf.gc� C'�4 Regional office
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resourc s
�os't oa cL ox _X �L
Pursuant to Action ID No. 198000291, the CAMA-Corps general permit/processing
agreement, a State Field Investigation Report is enclosed. Your commecn \ck?s and/or
recommendations would be appreciated on or before �U
Questions or comments may be addressed to y+ r—I'
Regulatory Branch, L.i 1mT,.a"*ar Field Office, telephone (qIO) �5�- 4[031Q
Sincerely,
Jeffrey H- Richter
Project Manager
Wilmington Regulatory Field Vf�ice'U:Enclosure N 1996 F
C' ` JAL
MAt1AGEMENT W

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA28402.1890
REPLY To
ATrENn0NOF June 3, 1996
Regulatory Branch
Action ID No. 199603574
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of Bruce D. and Billy E. Morton for
Department of the Army authorization and a State Water Quality Certification
to construct a bulkhead, excavate 1,125 square feet of marsh and 24,370 square
feet of non -vegetated shallow bottom, rip -rap a channel and construct a
fishing pier at the Shell Rock Landing Campground, adjacent to the
Intracoastal Waterway, near Hubert, Onslow County, North Carolina. Your
receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by August 2, 1996, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone (910)
251-4636.
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington Regulatory Field Office
Enclosure
Copies Furnished (without enclosure): rCONA
M,`Mr. John Parker £pUEg
Division of Coastal ManagementNorth Carolina Department of 21996
Environment, Health andNatural ResourcesM£NT
Post Office Box 27687
Raleigh, North Carolina 27611-7687

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
FEPLY TO
ATrermow OF June 3. 1996
Regulatory Branch
Action ID No. 199603574
Messrs. Bruce D. and Billy E. Morton
136 Shellrock Landing Road
Hubert, North Carolina 28539
Dear Messrs. Morton:
On February 11, 1991, we renewed general permit No. 198000291 (copy
enclosed), which provides Federal authorization for construction activities
that receive authorization from the State of North Carolina.
A review of your application received June 3, 1996, for Department of
the Army authorization to construct a bulkhead, excavate 1,125 square feet of
marsh and 24,370 square feet of non -vegetated shallow bottom, rip -rap a
channel and construct a fishing pier at the Shell Rock Landing Campground,
adjacent to the Intracoastal Waterway, near Hubert, Onslow County, North
Carolina, indicates it to be a candidate for Federal authorization under this
general permit. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be furnished to the
State.
If your application must be withdrawn from this general permit process
for any reason, you will be informed regarding its further management. If
there are no unresolved differences in State -Federal positions or policies,
the final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
'rRfce � p
JUN 1996
MANAGEMENT

b. It is necessary for you to have taken all appropriate and practical
steps to reduce wetland losses. Please show all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to reduce adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please show your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
This information is essential to our expeditious processing of your
application and it should be forwarded to us by June 17, 1996. Also, a copy
of this information must be sent to the North Carolina Division of
Environmental Management to enable them to adequately evaluate your
application for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199603574.
It will be coordinated by the undersigned at telephone [phone].
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington Regulatory Field Office
Enclosure
/Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. John Hefner
U.S. Fish and Wildlife service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section -Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Charles Jones, District Manager
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. Bob Stroud, District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
9721 Executive Center Drive North
St. Petersburg, Florida 33702
June 17, 1996
Colonel Robert J. Sperberg rMANA'GEMENT
2District Engineer, Wilmington District SIAL
Department of the Army, Corps of Engineers ivEOP. 0. Box 1890 IVEOWilmington, North Carolina 28402-1890 996
41
Attention Jeff Richter
Dear Colonel Sperberg:
In accordance with Part II, Section 4 of the current Memorandum of
Agreement between the Departments of Commerce and the Army, I am
offering the following comments on permit application 199603574(GP)
dated June 3, 1996. The applicants, Bruce D. and Billy E. Morton,
propose to excavate and fill wetlands adjacent to the Atlantic
Intracoastal Waterway (AIWW) near the Bear Creek community in
Onslow County, North Carolina. The purpose of the work is to
improve the facilities at an existing boat basin.
The project site is an existing 0.56 acre boat basin located on a
3.52 acre tract adjacent to the AIWW. The applicants propose to
use a hydraulic dredge and a backhoe to perform maintenance
dredging of the basin to a depth of four feet at mean low water.
The estimated 1,734 cubic yards of excavated material will be
placed in a diked upland disposal site. Approximately, 355 linear
feet of new bulkhead will be constructed around the perimeter of
the basin. Some 400 feet of a 6-foot-wide dock will be constructed
along with widening of the existing 12-foot-wide boat ramp to 18
feet. In addition, a new 55-foot-long by 6-foot-wide pier with a
6-foot-wide by 80-foot-long T-Head platform at the end will be
constructed adjacent to the AIWW.
Based on a June 12, 1996, on -site inspection, we are concerned that
this work will result in the loss of a small but important area of
saltmarsh cordgrass (Spartina alterniflora). These wetlands
provide nutrients, habitat, and water quality maintenance functions
that are important for the continued production of National Marine
Fisheries Service trust resources. Finfish and shellfish of
commercial, recreational, and ecological importance that are found
in the project area include spotted seatrout (Cynoscion nebulosus),
1Wiegert, R.G. and B.J. Freeman. 1990. Tidal salt marshes of
the southeast Atlantic coast: a community profile. U.S. Fish and
Wildl. Serv. Biol. Rep. 85(7.29). 70 pp.

bluefish (Pnmatomus galtatrix), flounders (Paralichthvs spp.),
Atlantic menhaden (grevoortia tyrannus), striped mullet (Muail
cephalus), killifish (Fundulus het eroclitus)I hard clams
(Mercenaria mercenaria), American oyster (Crassostrea virainica),
and blue crab (Callinectes sanidus). Furthermore, the project is
located adjacent to an area of the AIWW designated by the North
Carolina Division of Environmental Management as outstanding
Resource Waters and is currently open to the harvest of shellfish.
We do not object to some degree of maintenance of the existing
facility but believe that this work can be accomplished with a
minimal loss of vegetated wetlands., However, since no site plan
was provided with the public notice, it is impossible to evaluate
the extent of the proposed work to determine if alternatives that
would minimize wetland losses are available. Therefore, we
recommend that federal authorization of this project not be
granted. When an adequate site plan depicting the proposed work is
provided, we will reassess our position on this project.
We appreciate the opportunity to provide these comments.
Sincer ,
Andr as Mager r.
Gv Assistant Regional Director
Habitat Conservation Division
cc: FWS, ATLA, GA
FWS, Raleigh, NC
EPA, ATLA, GA
NCDEHNR, Raleigh, NC
NCDEHNR, Morehead City, NC
SAFMC, Charleston, SC
F/SE02

pl>JACEIv'I' 'RIPARIAN LF*iTJO4 NEFtS ST:+T£Y N1
General Statute 113-229 reouires that riparian landowners
with property adjoining a proposed excavatior: and/or. fill. project
he given thirty (30) days in which to conunent on the project.
Thi,s form allows the adjacent riparian landowner to express
dither: (1) That: h4 objects to the project; or, (2) That he does
not object and desires to waive his right to the 30-day period so
-thl.t the processing of the application car.progress more rapidly.
Ot course, the adjacent riparian landowner need hot sign this
form at all. i(� he so chcoses.
r �iic?tCi{). ItF.� L,�S , am an adiaacent
` - -�-- �`
riparian property c•.,r.o;_ and have seen a ccpy of the aaplicatic.-•
submitted by P::r-�c ?�j 1 l �V LNG �n---- dated
19 wherein, said apolicart rr:quests a
-ermit to excavate, fill, or otherwise alter the land or water
edja^ant to ny property.
I have no objection to the p_ojcet, as urezently
-- and hereby waive tt;at. right of objection as pro-vided in
General Statute 113-229.
Z'have oL;•ections to t_he project as i..ese.a;ly propc_­ef
-- - and cor-rents are atta?hed.
Signaturce 0 !,c;a.e nt
Riparr. r. _axc� ner
L TE:__ )g
-' Ltiu Cr%:•i ' �P TS TO,
of COciSte:i h!df13^yH^2n'
P. o. L :: 27667
Raleigh., NC: 27611
JUL. 1 S 'Pro
C
M
f
•, �`9�"G `ter'..

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0 r-I du rA fv PtrjkCA4)4pj
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IN 1 17* 1W
IFY
44
. A,

State of North Carolina
Department of Environment,
Health and Natural Resources A
•
Division of Coastal Management James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary E)E H N FR
Roger N. Schecter, Director
July 10, 1996
Mr. Bruce D. Morton
Mr. Billy E. Morton
136 Shell Rock Creek
Hubert, NC 28539
Dear Sirs:
This letter is with reference to your application for a Coastal Area Management Act
Major Development and State Dredge and Fill permit to carry out construction on property located
off the AIWW, at the end of SRI503 (Shell Rock Landing Road), in Onslow County. Although
processing of the application is nearing completion, additional time is needed for this office to
complete the review and make a decision on your request. Therefore, it is necessary that the
standard review time be extended. An additional 75 days is provided by G.S. 113A-122(c) which
would make September 19, 1996 the new deadline for reaching a decision on your request.
However, we expect to take action prior to that time and will do so as soon as possible. In the
interim, if you have any question on the status of your application, do not hesitate to contact this
office.
Very sincerely,
"\'Q�Qolr�—
Jo)�i�F-Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/aw
cc: M. Jim Mercer
DCM-Morehead City
P.O. Box 27687,
Raleigh, North Carolina 27611-7687
�`;6
N a Cf
FAX [phone]
An Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293
50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, secretary E H N R
Roger N. Schecter, Director
May 1, 1996
Shell Rock Landing Campground
c/o Bruce Morton & Billy Morton
136 Shell Rock Creek
Hubert, NC 28539
Dear Messrs. Morton:
Ile Division of Coastal Management hereby acknowledges receipt of your application for State
approval for development of your property.located at the end of SR1503 (Shell Rock Landing Road), off
the AIW W, near the community of Bear Creek, Onslow County. It was received on April 26, 1996, and
appears to be adequate for processing at this time. The projected deadline for making a decision is July
11, 1996. An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated above,
you should consider the review period extended. Under those circumstances, this letter will serve as your
notice of an extended review. However, an additional letter will be provided on or about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be
posted at the property of your proposed development. You should post this notice at a conspicuous point
along your property where it can be observed from a public road. Some examples would be: Nailing the
notice card to a telephone pole or tree along the road right -of --way fronting your property; or at a point
along the road right -of --way where a private road would lead one into your property. Failure to post this
notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and notify me
in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies.
Cordially yours,
I— L. Mercer
Field Representative
JLM/dh
Enclosure
cc: John Parker
Charles S. Jones
P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60%recycled/ 10%post-consumer paper

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I
APR,2 3 1996�III P.IIC 2-�->•,-r,�) ly
NORTH CAROLINA .
ONSLOW COUNTY
The foregoing cortificato of Stewart F. Kleinman, V Notary Public of Hartford County,
Connecticut, is cortifiod to be correct. This iantrumont'vas presented for regictratio
thid day and hour and duly recorded in the office of the Register of Deeds of Onslow
County, North Carolina, in Book 408 at Page 141'. • ,
This the 17 day of September, A. D. 1971 at•12 o'clock Noon.
Nildrod H. Thomas, Register of Deeds.
ApRRpKfIfdNApppA'pa!NpNrpppCl7NApG+NAfiOpNGpNII pppApAp NpppNppK7NpppdpppN:I RpFpp i%pppfJpppl7pAppptiNF
P. H. DORTON AND WIFE ,
TO Sept. 17, 1971
BILLY E. HORTON
STATE OF NORTH CAROLINA
ONSLOW COUNTY WARRANTY DEED
THIS DEED, Dade thin 15th day of September, 1971, by P. H. .Horton and wife, Oven P. for
of Onalov County and State of North Carolina, of the first part, to Billy E. Horton of
Onslov County nod State of North Carolina, of the second part;
WITH SSETH, That said parties of the first part for and in consideration of Ton Dollars
0dother
valuable
to them paid by have bargained,said
and soldparty
byf the second these presents
the receipt ofwhich inhereby. acknovledgod,
bargain, soil and convey to said party of the second part, his hairs and assigns, subje
to the life estate hereinafter reserved by the parties of the first part, a certain tra
or parcel of land in Swansboro Township, OnDlow County, State of North Carolina, bounds
as follows, viz:
BEGINNING at an iron stake ahero the Western right of way of N. C. Secondary Road No.
1503 intersects the Southern proposed right of way of D 60 foot road. Said iron stake
being located South 54 dogrees 52 minutes West 30.0 feot•from a point in the center llr
of N. C. Secondary Road 1503. Said point in center lino being located 1,618.75 foot fr
the center line of d 15 inch culvert whon measured along the center line of N. C. Secor
Road No. 1503 in a Southwardly diroctlyyy'and said culvott being located approximately 0,
miles South of 11. C.•Secondary Road 1506, Thence from the described beginning and aloe
the said Western right of way of N. C. Secondary Road 1503 South 35 degrees 08 minutes
East 100.36 foot to an iron stake, Henry Horton's corner; thence along Henry Morton's
line South 62 degrees 15 minutes West 337.8 feet to an Iron stake; thence South 22 de-
grees 10 minutes East 311.18 feet to an iron stake; thence continuing the same course
South 22 degrees 10 minutes East 205.85 feet to a point in the Northern right of Day 01
the Intracoastal natervay; thence along said right of way South 59 degrees 23 minutes
beat 191.17 feet to a point; thence leaving said right of way and along Bruce Morton's
lino North 22 degrees 10 minutes West 215.49 feet to an iron stake; thence continuing
the same course North 22 'degrees 10 minutes West 411.18 feet to an iron stake in the s{
proposed right of way of a 60 foot road; thence along said right of way North 62 degra
15 minutes East 504.4 feet to the point of beginning, containing 3.4 acres and subject
to a canal easement Dhich is located from the said beginning point as follows: North 6:
degrees 15 minutes East 504.4 feet from an iron stake. Said iron stake being locotod
'North 22 degrees 10 minutes West 341.18 feet from D point in the center lino of said
'canal easement. Thence along the center line of said canal easement North 56 degrees
j 20 minutes East 192.99 feet to a point in the Henry Horton line. Recorded in Dead Boo]
i 230, Page 134 of tho.Onalow County Registry and surveyed by Barden Lanior, Registered
'Surveyor on September 13, 1971.
!There is hereby reserved to the parties of the first part, to each and to the survivor
! and to the above described property, o life estate, ,
li TO HAVE AND TO HOLD subject to the life estates hereinabove reserved the aforesaid tra{
j or parcel of land, and all privileges and appurtenances thereto belonging to the said
r party of the second part, his heirs and assigns in fee simple forever.
And the said parties of the first part for themselves, their heirs, aseigns,•executora
p'and administrators, covenant with said party of the second part, his heirs and aneigna
that they are seized of said promises in fee, and have the right to convoy the same in
�7fee -Dimple; that the same are free and clear from all encumbrances, and that they will
warrant and defend the said title to the same againat the lawful claims of all persona
J whomsoevor.
IN TESTIMONY WHEREOF,' the said parties of the f iret part have hereunto oat their hands
and seal the day and year above written.
97 - STAMPED AND CANCELLED P. 11. Morton ,(SEAL)
-REV. STAMPS AFFIXED" $1.00 0•xon P. Horton (SEAL)
NORTH CAROLINA
ON91.Ob COUNTY '
I, Hartha G. White, a Notary Public in kind for the said County and State do hereby car
that P. H. Norton and Oven P. Morton, bio-vife, personally appeared before mo this day
and acknowledged the duo execution of the foregoing dead of conveyance.
Witness my hand and notarial goal this 17th day of September, 1971.
Martha G. Whito
Hy commission expires: 28th day of October, 1974.
11. P. Seal. / Gl
c'.�,Q)�ti roc
y

STATE OF NORTH CAROLINA
ONSLOW COUNTY
a Notary Public in and for
County, North Carolina, do hereby certify that
2,0 :o,MORTON and wife, OWEN P. MORTON, personally appeared
b'e'fa:r',,me this day and acknowledged the due execution of the
`r •: „:Cprdgojng deed of conveyance.
c,.WITNESS my hand and notarial seal this the,day
of - .1982.
...... '• �l4'/'(!frI71 _ (SEAL)
((Notary Public
My commission expires: Y_C4 / FC-1
NORTH CAROLINA, ONSLOW COUNTY
The foregoing certificate of' Pamela D. Holland
is certified to be correct. The information was presented for
registration this day and hour and duly recorded in the office
of the Register of Deeds of Onslow County, North Carolina, in
Book 635 , page 859
This the 3 day of • November , 1982, at 4:40
o'clock P M.
i
''i / c` -z` /L�, N �yv�� �' —(SEAL)
Register of Deeds
------------------------------------------------------
-2-
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='d

APR 2 3 1996 }j
y�Mirr.prrrrw►►►rrr►►►►niriMY1+A°
bou 635P.tGE 859
Prepared by ZENNIE L. RIGGS, Attorney at Law
TO TJU OYf!CE
STATE OF NORTH CAROLINA DATE- --- ....... 1!47.-_3..... 19--- k2
DEED WITHOUT WA&YN CX $ COIZINS. Tlf-
ONSLOW COUNTY
^,,,t
THIS DEED, ma lc a��u entered into this o� day or em,
1982, by and between P. H. MORTON and wife, OWEN P. MORTON,
of Onslow County, State of North Carolina, parties of the first
part, to OWEN PARKER MORTON and BRUCE D. MORTON, of Onslow County,
State of North Carolina, parties of the second part;
WITNESSETH: That said parties of the first part for and
in consideration of Ten Dollars ($10.00) and other valuable
considerations, to them paid by said parties of the second part,
the receipt of which is hereby acknowledged, have bargained
and sold, and by these presents do bargain, sell and convey
to OWEN PARKER MORTON, for and during her life time and to BRUCE
D. MORTON, his heirs and assigns, the vested remainder in fee
simple, a certain tract or parcel of land in Swansboro Township,
Onslow County, State of North Carolina, and more particularly
described as follows:
Beginning at a iron stake in the Westwardly right-
of-way line of SR 1503 (said iron stake lying Southwardly
when measured along the center line of SR 1503,
approximately 1100 feet from the center of the
interesection of SR 1503 and SR 1546; said beginning
iron stake also being the Northeast corner of the
William W. Fowler tract of land); running thence
along the Westwardly right-of-way line of SR 1503
North 35051' West 132.90 feet to an iron pipe (Billy
Morton's Southeast corner); running thence with
the line of Billy Morton South 6216' West 337.8
feet to an iron pipe; running thence South 22119'
East 435.72 feet to an iron pipe; running thence
North 71054' East 320.62 feet to an iron stake,
corner of William W. Fowler; running thence North
35020' West 193.85 feet to an iron stake, continuing
thence North 35°51' West 160 feet to an iron pipe;
running thence North 59028' est eet to an
iron pipe located in the Wes n right-of-way line
of SR 1503, the beginning.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land,
and all privileges and appurtenances thereto belonging to the
said OWEN PARKER MORTON for and during her life time, then to
BRUCE D. MORTON, his heirs and assigns, the vested remainder
in fee simple.
IN TESTIMONY WHEREOF, the said parties of the first part
have hereunto set their hands and seals the day and year first
above written.
I i/i.�1'/ sr' (SEAL)
�P. H. Morton

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APR,2 3 1935
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NORTH CAROLINA
ONSLOW COUNTY ' '
The foregoing certificate of Stewart 17. Kleinman, V. Notary Public of Hartford County."'
Connecticut, is certified to be correct. Thin inoirument'wam presented for regietratli
thid day and hour and duly recorded in the office of the Reglstor of Deeds of Onslov
County, North Carolina,. in Rook 408 at P290 141'. ,
Thin the 17 day of September, A. D. 1971 at,12 o'clock Noon.
Mildred H. Thomas, Register of Deeds.
pNtlprYNppN7StYf7ppp�pp+7mppfIFMCNq#'dlpfifJpNdBpNdpflNpNppgppNgN7lpNgRNppppppONfipgYNF1NANpplip#pppNp
P. H. HORTON AND WIFE
TO Sept. 17, 1971
BILLY E. HORTON
STATE OF NORTH CAROLINA
ONSLOW COUNTY WARRANTY DEED
I� T1f79 DEED, Undo this 15t4 day o4 September, 1871, by P. H. Horton and wife, Chen P. VA
of Onalov County and State of North Carolina, of the first part, to Billy E. Morton of
a Onslow County and State of North Carolina, of the second part:
vWITNESSETH That said parties of the first part for and in consideration of Ton Dollar
j ($10.00) end other valuable considerations, to them paid by said party of the second p
the receipt of which in hereby, ncknaw ledge d, have bargained, snd sold by these present
" bargain, sell and convey to said party of the second part, hLa heirs and assigns, sub]
Ir to the life estate hereinafter reserved by the parties of the first part, a certain tr
ij or parcel of land in Swausboro Township, Onalov County, State Of Horth Carolina, house
as follows, viz:
Ij BEGINNING at an iron stake where the Western right of may o4 H. C. Secondary Rood No.
1503 intersects the Southern proposed right of way of a 60 foot road. Said iron stake
IIbeing located South 54 degrees 52 minutes West 30.0 feet`•from a point in the center li
of N. C. Secondary Bond 1503. Said point 1n center lino being located 1,618.75 fact f
it the center line of a 15 inch culvert when measured along the center line of N. C. Secc
I Road No. 1503 in a Southwardly directlyband said culvett being located approximately C
jj miles South of N. C.,Secondary Road 1506. Thence from the described beginning and etc
11 the said Western right of way of N. C. Secondary Road 1503 South 35 degrees 08 minutes
N East 100.36 feet to an iron stake, Henry Morton's corner; thence along Henry Morton's
line South 62 degrees 15 minutes West 337.8 feet to an iron stake; thence South 22 de-
1 green 10 minutes East 311.18 feet to an iron stake; thence continuing the name course
d South 22 degrees 10 minutes East 205.85 feet to a Point in the Northern right of way c
p the Intracoastal watervay; thence along said right of way South 59 degrees 23 minutes
jlWent 191.17 feet to a point; thence leaving said right of may and along Bruce Horton'e
line North 22 degrees 10 minutes West 215.49 foot to an iron stake; thence continuing
' the same course North 22 degrees 10 minutes West 411.18 feet to an iron stoke in the e
proposed right of may of a 60 Soot road; thence along said right of way North 62 degrt
15 minutes East 504.4 feet to the point of beginning, containing 3.4 acres and subjecl
to a canal easement which is located from the said beginning point no follows; North I
degrees 15 minutes East 504.4 feet from an iron stake. Said iron stake being located
'''North 22 degrees 10 minutes West 341.18 feet from a point in the center lino of said
• canal easement. Thence along the center line of said canal easement North 56 degrees
20 minutes East 192.99 feet to a point in the Henry Horton line. Recorded in Deed Be(
230, Page 134 of the Onslov County Registry and survoyod by Barden Lanier, Registered
t'Surveyor on September 13, 1971.
r'Thero is hereby reserved to the parties of the first part, to each and to the survivor
and to the abovedescribed property, a life estate.
TO IIAVE AND T'O HOLD subject to the life estates horeinabove reserved the aforesaid tri
,,I or parcel of land, and all privileges and appurtenances thereto belonging to the said
party of the second part, his hairs and assigns in foe simple forever.
And the said parties of the first part for themselves, Choir heirs, aeelgns,•executori
It and administrators, covenant with said party of the second part, hie heirs and nonigni
that they are seized of said promises in fee, and have the right to convey the same i
foo-pimple; that the same are free and clear from all encumbrances, and that they w11
warrant and defend the said title to the name against the lawful claims of all puroom
whomsoovor.
I
IN TESTIMONY WHEREOF,* the said part Ina of the ,f irst part have horounto not their hand
and seal the day and year above vrittan.
• STAMPED AND CANCELLED P. It. Morton ,(SEAL)
,REV. STAMPS AFFIXED" $1.00 omen P. Morton (SEAL)
NORTH CAROLINA
ONSLOW COUNTY
I, Hartha G. White, a Notary Public in and for the said County and State do hereby cc
that P. H. Morton and Cvon P. Morton, hia•vife, personally appeared before no this da
and acknowledged the due execution of the foregoing doed of conveyance.
Witness my hand and notarial seal this 17th day of September, 1971.
Martha G, Whito
My commission expires:
N. P. Seal.
7J, J7 bQ ,ti
28th day of October, 1974.
ate.
�.i'f. • . � i .

STATE OF NORTH CAROLINA
ONSLOW COUNTY
I,a Notary Public in and for
County., North Carolina, do hereby certify that
rE'o, :%MORTON and wife, OWEN P. MORTON, personally appeared
lme this day and acknowledged the due execution of the
X'0tQoixig deed of conveyance.
c;.:WITNESS my hand and notarial seal this the, day
' of 1982.
(SEAL)
((Notary Public
My commission expires: � _C4 / FY°
NORTH CAROLINA, ONSLOW COUNTY
The foregoing certificate of Pamela D. Holland
is certified'to be correct. The information was presented for
registration this day and hour and duly recorded in the office
of the Register of Deeds of Onslow County, North Carolina, in
Book. 635 , page 859
This the 3 day of • November 1982, at 4:40
o'clock P M.
i
al IYu�Yy� ` i (SEAL)
Register of Deeds
-2-.

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V
APId 2 �3 19�&
¢g18a6eaJ0tirUL➢baaNbarra»»'r
booK 635FAIA59
i,;Prepared by. ZENNIE L. RIGGS, Attorney at Law
TO TJU, OYiPICE
STATE OF NORTH CAROLINA DATE ............ L-.._...1 ..... 19 ... i4P,
DEED WITHOUT W�RAU1 COLL1IaS,A-f -
ONSLOW COUNTY
THIS DEED, mails anu entered into this d day or U-Y.,
1982, by and between P. H. MORTON and wife, OWEN P. MORTON,
of'Onslow County, State of North Carolina, parties of the first
part, to OWEN PARKER MORTON and BRUCE D. MORTON, of Onslow County,
State of North Carolina, parties of -the second part;
WITNESSETH: That said parties of•the first part for and
in consideration of Ten Dollars ($10.00) and other valuable
considerations, to them paid by said parties of the second part,
the receipt of which is hereby acknowledged, have bargained
and sold, and by these presents do bargain, sell and convey
to OWEN PARKER MORTON, for and during her life time and to BRUCE
D. MORTON, his heirs and assigns, the vested remainder in fee
simple, a certain tract or parcel of land in Swansboro Township,
Onslow County, State of North Carolina, and more particularly
described as follows:
Beginning at a iron stake in the Westwardly right-
of-way line of SR 1503 (said iron stake lying Southwardly
when measured along the center line of SR 1503,
approximately 1100 feet from the center of the
interesection of SR 1503 and SR 1546; said beginning
iron stake also being the Northeast corner of the
William W. Fowler tract of land); running thence
along the Westwardly right-of-way line of SR 1503
North 35051' West 132.90 feet to an iron pipe (Billy
Morton's Southeast corner); running thence with
the line of Billy Morton South 6206' West 337.8
feet to an iron pipe'; running thence South 22019'
East 435.72 feet to an iron pipe; running thence
North 71°54' East 320.62 feet to an iron stake,
corner of William W. Fowler; running thence North
35120' West 193.85 feet to an iron stake, continuing
thence North 35°51' West 160 feet to an iron pipe; G�St l
running thence North 59°28' (Vest feet to an J
iron pipe located in the Wes rn right-of-way line
of SR 1503, the beginning.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land,
and all privileges and appurtenances thereto belonging to the
said OWEN PARKER MORTON for and during her life time, then to
BRUCE D. MORTON, his heirs and assigns, the vested remainder
in fee simple.
IN TESTIMONY WHEREOF, the said parties of the first part
have hereunto set their hands and seals the day and year first
above written.
(SEAL)
j °P. H. Morton

STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE.
CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES law (heart).
1. If you want this receipt postmarked, stick the gummed stub to the right of the return address
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your rural carrier (no extra chattel.
2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return
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address of the article, date, detach and retain the receipt, and mail the article.
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3. If you want a return receipt, Wll1e the certified mall number and your 08mB and edition M a
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return receipt card, Form 3811, and attach it to the front of the article by means of the gummed
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ends 8 span prmits. Otherwise, affix to beck of article. Endorse front of rode RETURN RECEIPT
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4. H you want delivery restricted to the addressee, or to an authorized agent of the addressee,
endorse RESTRICTED DELIVERY on the front of the article.
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return receipt is requested, check the applicable blocks in item I of Form 3811, h
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fi. Save this receipt and present it if you make inquiry. 102595-93-z-04

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STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
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leaving the receipt attached and present the article at a pest office service window or hand it to
your rural carrier Inn extra charge).
2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return
address of the article, date, detach and retain the receipt, and mall the article.
3. If you want a return receipt, write the certified mail number and your name and address on a
return receipt card, Form 3311, and attach it to the front of the article by means of the gummed
ads it space punks. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT
REQUESTED adjacent to the number.
4. If you went delivery restricted to the addressee, or to an authorized agent of the addressee, 5
endorse RESTRICTED DELIVERY on the front of the article. E
5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If LL'
return receipt is requested, check the applicable blocks in item I of Form 3611.
l a'
6. Save this receipt and present it if you make inquiry. 102595-93-z-047e

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Receipt for
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(See Reverse)
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Return Receipt Showing to Whom,
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TOTAL Postage ,
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STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES law ftwtl.
1. If you went this receipt postmarked, stick the gummed stub to the right of the return address
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2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return
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address of the article, date, detach and retain the receipt, and mail the article.
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3. If you Went 8 return legipl. write the certified mall IIUmMr and your name and address 011 a
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return receipt card, Form 3811, and atlech it to the front of the article by means of the gummed
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ends it space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT
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4. If you want delivery restricted to the addresses, or to an authorized agent of the addressee,
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endorse RESTRICTED DELIVERY on the front of the article.
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return receipt is requested, check the applicable blocks in item 1 of Form 3311.
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fi. Save this receipt and present it if you make inquiry. 102595-93-Z-0478

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Postage
Certified Fee
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Return Receipt Snowing
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TOTAL Postage
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STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE,
CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES leave Iveetl
1. If you want this receipt postmarked, stick the gummed stub to the right of the return address
leaving the receipt attached and present the article at a. post affice service window or hand it to
your rural Carrier Ina extra charge).
2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return
address of the article, date, detach and retain the receipt, and mail he article.
3. If you want a return receipt, write the certified mail number and your mama and address on a
return receipt card, Form 3811, and attach it to the front of the article by means of the gummed
ends R space perwrts. Otherwise, affix to back of article. Endorses front of article RETURN RECEIPT
REQUESTED adjacent to the number.
4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, g7d
endorse RESTRICTED DELIVERY on the front of the article.
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return receipt is requested, check the applicable blocks in item 1 of Form 3811. N
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6. Save this receipt and present it if you make inquiry. 102595-93-z-0418

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Receipt for
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ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners
with property adjoining a proposed excavation and/or fill project
be given thirty (30) days in which to comment on the project.
This form allows the adjacent riparian landowner to express
either: (1) That he objects to the project; or, (2) That he does
not object and desires to waive his right to the 30-day period so
that the processing of the application can progress more rapidly.
Of course, the adjacent riparian landowner need not sign this
form at all if he so chooses.
I, j�J4kJC J(+ WaRtorA am an adjacent
riparian property owner and have seen a copy of the application
submitted by -2¢uce- D. f`(104+afJ , dated
II , 192-k, wherein said applicant requests a
permit to excavate, fill, or otherwise alter the land or water
adjacent to my property.
I have no objection to the project as presently proposed
and hereby waive that right of objection as provided in
General Statute 113-229.
I'have objections to the project as presently proposed
and comments are attached.
o/$I��� ;
Signature of Adjacent
Riparian Landowner
DATE:-S'- /6 %'/
FORWARD COMMENTS TO:
Division of Coastal Management
P. O. Box 27687
Raleigh, NC 27611 _
APR 2 3 1996 Ci
p ar,,
L-AUG2 3 1994
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DIVISION OF COASTAL AIANAGEIVIENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground
2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503
(Shell Rock Landing Road) near the Bear Creek Community in Onslow County.
Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8
1989: Strip #165 Frame #8, @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19
State Plane Coordinates - X: 2569100 Y: 333200
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - April 23, 1996
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County Land Use Plan Up -date 1992
Land Classification From LUP - Limited Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial Boat Basin at Campground.
(E) Wastewater Treatment: Existing - Septic Systems for Campsites
Planned -None
(F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead
Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier
(G) Estimated Annual Rate of Erosion: 2 to 3 feet
Source - Personal Observations
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Saltmarsh cordgrass / Bulkhead
/ Excavation
1,125 sq. ft. .
560 sq. ft.
(B) Non -Vegetated Wetlands
Boat Basin / Channel
24,370 sq. ft.
Fishing Pier / AIWW
774 sq. ft.
Riprap / Channel
540 sq. ft.
(C) Other
Highground / Spoil
13,000 sq. ft.
/ Riprap Beach
600 sq. ft.
(D) Total Area Disturbed: Approximately 4 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA / Open / ORW

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the
campground by conducting maintenance dredging and constructing replacement docks, boat
ramps and new bulkheads around the basin.
9. NARRATIVE DESCRYPTMON. The project site known as the Shell Rock Landing
Campground is located about 4 miles southwest of Swansboro at the end of State Road
#1503 which is also known as the Shell Rock Landing Road in Onslow County. The
project site consists of two deeded tracks of land owned by the respective applicants.
The property contains approximately 3.52 acres of land adjacent to the Atlantic
Intracoastal Waterway situated between Queens Creek and Saunder Creek near the
community of Bear Creek. The rural vicinity around Shell Rock Landing is an un-
zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow
County, the project site is serviced by the county drinking water system. The entire
project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the
Outstanding Resource Waters (ORW) along this section of the sound. The surface
waters are also classified as "SA" and they are 'open" to the harvesting of shellfish.
The aerial photographs referenced on the front of this report provides a 17 year
historical sequence of the project site from 1978 to 1995. The focal point of the
property and the subject of the CAMA / Dredge & Fill application is the man-made
boat basin originally excavated into the highground. The project was first authorized
in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton,
have operated and maintained the property as a commercial boat ramp and campground
for the past several years. There are 16 boat slips in the basin. Although seven of the
old finger piers will be removed, the application states that only 16 wet slips will be
provide upon completion of the project. The emphasis of the proposed project is to
restore the usable water depths in the basin and stabilize the interior shoreline with
bulkheads. A late addition to the workplat drawing and applicant's permit request
includes the construction of a "fishing pier" on the primary shoreline providing
pedestrian access to the surface waters immediately adjacent to the AIWW.
As proposed, the require maintenance dredging / excavation has been divided into 4
sections: "A" is the northern leg of the basin with the shallowest water depths and the
most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin
with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the
basin and provide access to the boat ramp. The combined area of the basin is
approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will
restore an overall water depth of -4 FT. on mean low tide. Some of the excavation
near the boat ramp and around the shoreline will be accomplished by a equipment such
as a backhoe. Other section of the basin will be dredged by using a small hydraulic
pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will
place in the highground disposal area on the north side of the basin. The spoil area is
a large open grassed field that slope towards the basin. The project plans show the
area will be dike with a vegetated berm. Maintenance dredging will displace about
1,125 square feet of marsh grass dominated by saltmarsh cordgrass.

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
Once of maintenance dredging has been accomplished, the shoreline will be stabilized
with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new
bulkhead will be installed. In order to create a straight alignment, the new bulkhead
will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh.
Elsewhere ' along -the alignment, the bulkhead should be installed landward of the
narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass
situation occurs along the shoreline in section "A". As proposed, approximately 255
feet of new bulkhead will be installed landward of the fringe marsh grass. All of the
existing finger -piers along the new bulkhead will be removed.
The workplat drawing also calls for the construction of a new dock running parallel to
the bulkhead in basin section "A and "B". Approximately 400 feet of dock measuring
6 feet wide will connect access to the boat ramp. In combination with the maintenance
excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new
structure. The existing boat ramp is located at the east end of basin "D". The 12 foot
wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but
expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp
will be displaced by the new launching facility.
The last item being proposed is a fishing pier to be locate on the primary shoreline
adjacent_ to the AIWW. The overall length of the pier will be 55 feet and this includes
a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to
be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the
AIWW. There is no red channel marker near the proposed pier and so the workplat
drawing was corrected by this office using a black marker.
10. ANTICIPATED IMPACTS: The proposed project will displace approximately 1,685
square feet of saltmarsh cordgrass within the man-made boat basin. The build up of
sediments and marsh vegetation in the basin has been allowed to occur since the basin
was originally permitted about 26 years ago. The actual maintenance dredging will
restore the -4 foot water depth over approximately 24,370 square feet on subaqueous
bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square
feet of estuarine surface waters on the Outstanding Resource Waters in this section of
the Western Bogue Sound ORW. If the overall length of the pier does not exceed the
length of the other pier along the same shoreline; it should not pose a problem to
navigation.
PREPARED BY: JAMES L. MERCER
DATE: APREL 30, 1996

DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground
2.' LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503
(Shell Rock Landing Road) near the Bear Creek Community in Onslow County.
Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8
1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19
State Plane Coordinates - X: 2569100 Y: 333200
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - April 23, 1996
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County Land Use Plan Up -date 1992
Land Classification From LUP - Limited Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial Boat Basin at Campground.
(E) Wastewater Treatment: Existing - Septic Systems for Campsites
Planned -None
(F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead
Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier
(G) Estimated Annual Rate of Erosion: 2 to 3 feet
Source - Personal Observations
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Saltmarsh cordgrass / Bulkhead
/ Excavation
1,125 sq. ft.
560 sq. ft.
(B) Non -Vegetated Wetlands
Boat Basin / Channel
24,370 sq. ft.
Fishing Pier / AIWW
774 sq. ft.
Riprap / Channel
540 sq. ft.
(C) Other
Highground / Spoil
13,000 sq. ft.
/ Riprap Beach
600 sq. ft.
(D) Total Area Disturbed: Approximately 4 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA / Open / ORW

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the
campground by conducting maintenance dredging and constructing replacement docks, boat
ramps and new bulkheads around the basin.
9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing
Campground is located about 4 miles southwest of Swansboro at the end of State Road
#1503 which is also known as the Shell Rock Landing Road in Onslow County. The
project site consists of two deeded tracks of land owned by the respective applicants.
The property contains approximately 3.52 acres of land adjacent to the Atlantic
Intracoastal Waterway situated between Queens Creek and Saunder Creek near the
community of Bear Creek. The rural vicinity around Shell Rock Landing is an un-
zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow
County, the project site is serviced by the county drinking water system. The entire
project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the
Outstanding Resource Waters (ORW) along this section of the sound. The surface
waters are also classified as "SA" and they are 'open" to the harvesting of shellfish.
The aerial photographs referenced on the front of this report provides a 17 year
historical sequence of the project site from 1978 to 1995. The focal point of the
property and the subject of the CAMA / Dredge & Fill application is the man-made
boat basin originally excavated into the highground. The project was first authorized
in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton,
have operated and maintained the property as a commercial boat ramp and campground
for the past several years. There are 16 boat slips in the basin. Although seven of the
old finger piers will be removed, the application states that only 16 wet slips will be
provide upon completion of the project. The emphasis of the proposed project is to
restore the usable water depths in the basin and stabilize the interior shoreline with
bulkheads. A late addition to the workplat drawing and applicant's permit request
includes the construction of a "fishing pier" on the primary shoreline providing
pedestrian access to the surface waters immediately adjacent to the AIWW.
As proposed, the require maintenance dredging / excavation has been divided into 4
sections: "A" is the northern leg of the basin with the shallowest water depths and the
most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin
with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the
basin and provide access to the boat ramp. The combined area of the basin is
approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will
restore an overall water depth of -4 FT. on mean low tide. Some of the excavation
near the boat ramp and around the shoreline will be accomplished by a equipment such
as a backhoe. Other section of the basin will be dredged by using a small hydraulic
pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will
place in the highground disposal area on the north side of the basin. The spoil area is
a large open grassed field that slope towards the basin. The project plans show the
area will be dike with a vegetated berm. Maintenance dredging will displace about
1,125 square feet of marsh grass dominated by saltmarsh cordgrass.

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
Once of maintenance dredging has been accomplished, the shoreline will be stabilized
with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new
bulkhead will be installed. In order to create a straight alignment, the new bulkhead
will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh.
Elsewhere along the alignment, the bulkhead should be installed landward of the
narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass
situation occurs along the shoreline in section "A". As proposed, approximately 255
feet of new bulkhead will be installed landward of the fringe marsh grass. All of the
existing finger -piers along the new bulkhead will be removed.
The workplat drawing also calls for the construction of a new dock running parallel to
the bulkhead in basin section "'A" and "B". Approximately 406 feet of dock measuring
6 feet wide will connect access to the boat ramp. In combination with the maintenance
excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new
structure. The existing boat ramp is located at the east end of basin "D". The 12 foot
wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but
expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp
will be displaced by the new launching facility.
The last item being proposed is a fishing pier to be locate on the primary shoreline
adjacent to the AIWW. The overall length of the pier will be 55 feet and this includes
a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to
be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the
AIWW. There is no red channel marker near the proposed pier and so the workplat
drawing was corrected by this office using a black marker.
10. ANTICIPATED IMPACTS: The proposed project will displace approximately 1,685
square feet of saltmarsh cordgrass within the man-made boat basin. The build up of
sediments and marsh vegetation in the basin has been allowed to occur since the basin
was originally permitted about 26 years ago. The actual maintenance dredging will
restore the -4 foot water depth over approximately 24,370 square feet on subaqueous
bottomiand. The new fishing pier on the AIWW will occupy an estimated 774 square
feet of estuarine surface waters on the Outstanding Resource Waters in this section of
the Western Bogue Sound ORW. If the overall length of the pier does not exceed the
length of the other pier along the same shoreline; it should not pose a problem to
navigation.
PREPARED B k: JAMIES L. MERCER
DATE: APRIL 30, 1996

I:orm DCM-MP-1
('I'o be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Bauce b,MoP---orb Ss114 nIDP, rM/
TO VVP-2170 '
Address Ut—:S \el lzocu< co-,
City HUbee -+- State 0 C
Zip 21&539 Day Phone [phone]a
Fax qID- 4,1-9,
b. Authorized Agent:
Name
Address
City State
Zip
Fax
Day Phone
c. Project name (if any)
NOTE: Permit %W be issued in name of landow r(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County mrv-slow
b. City, town, community or landmark
C1\,QIIRrnct< ! r., J't
c. Street address or secondary road number
S{A�c Cori fK� SA Ile_O<K ZAro�r,k�A
d. Is proposed work within city limits or planning
jurisdiction? Yes ✓ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) I n�+eP caRstr l 1tcet �a
K�,�� xYys;i:r���x•�r��rlt� �:w�r� ����ly'�
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
exFcavation and/or filling activities.
/
•F lr'm4-0 4-
�uus LU,nnl ^o 2An.a. Ifreanti
b. Is the proposed activity maintenance of an existing
project, new work, or both? R�+h
c. Will the project be for public, private or commercial
use? Pyiy,..,e a-!nMtier: e.ai
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. <cw=s w„•,)
(,4c'_ ��.j,.a F'C-!.:ant oa C•d. 21.1A.11 43 nn�.23Q-MAj
1358. $ort-F �AMd 1, =-.,. 4-n-c
tie" Mn.a h^Pa ,.p i .Ya
� r..^Ni eo /.11 l YET-:9 rrs.e.>.n.•n .
q
APR a ,3 1996
Revised 03/95

Form DCM-MP-1
CHARACTERISTICS
a. Size of entire tract Sara., ,q %tti € ear
b. Size of individual lot(s) tj 1 A
c. Approximate elevation of tract above MHW or
NWL -7 .1-n in
d. Soil type(s) and texture(s) of. tract
w111 DRA+a">e!-5Alv3+ 42A330el
e. Vegetation on tract�n�:y
f. Man-made features now on tract O oa+ :
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation V' Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Is the proposed project consistent with the applicable
zoning? Yes r No
(Attach zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? -
archaeological assessment been
Yes toff' No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes v✓' No
Are there wetlands on the site? Yes _ No
Coastal (marsh) of Other
If yes, has a delineation been conducted? W
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
F
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.) t4at«
o. Describe existing drinking water supply source.
t�nnnad .
5. AIDIDITIONAL WFORMATION
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.
o 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
ReviwA 03M

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Aoa a,l 16 A eae 5
b. Size of individual lot(s) rt 1 A
c. Approximate elevation of tract above MHW or
NWL 7 J-b 10 Gee'-
d. Soil type(s) and texture(s) of tract
W01 DaA„t,ea saNL! Jeri3seel
e. Vegetation on tract 4_ A. _
f. Man-made features now on tract QAnoy�tiv ls—
P,.OAk'?PM pt—N4U1,— Doh Mrt4e., .SeAwAI
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the focal rand are plan.)
Conservation ✓ Transitional
Developed Community
Rural Other
h. How is the tract zon by local government?
5icy o ew
i. Is the proposed project consistent with the applicable
zoning? Yes -- No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes / No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ✓ No
1. Are there wetlands on the site? ✓ Yes %_ No
Coastal (marsh) ✓ Other
If yes, has a delineation been conducted? Nd
(Attach docamentarion, if available)
in. Describe existing wastewatertreatmentfacilities.
�V.J'}tMS
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.) a e Aig-
o. Describe existing di•inking water supply source.
uN� erL-
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
Revised 03195

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 L, r-, k..a tz]'•f'4)
Address�AwN
Phone C.ar���a to �irl�x
oftn 962-77.^e,
Name 17en,ro,c ,�.,, ',-a,.,-11;
Address 4Y3 �nri:, Ma,r,.m,
-- s
Phone ))Jo-t - r2 r sAe) .o;d,ALft , Y,A
Name �2r,-PC� -s
Address / !2 7 5 1 Rn cK L A -
Phone ,llvbtia�-r Nl_. 2�5y)
A list 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 - I 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.
RevLwd 03/95
6. CERTIFICATION AND PERNUSSION
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 15 day of n , 193�—, .
Print
��Name '�3Q ticD • YY1�21 r ,s rn� l\,, it . lY�e .aTD i
Im,domter or Authorized Agent V
Please indicate attachments pertaining to your proposed
project.
t- rDCM MP-2
Excavation and Fill Information
CM MP-3
Upland Development
DCM MP-1
Structures Information
DCM MP-5
Bridges and Culverts
V DCM MP-6
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
APR 2 3 1)
.:'acumueameuumaumnrsmmwaeTosC�,j

3
Form DCM-MP-2
Y
E w t_A'vV-
A h 0 J
AND
(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
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Length Width Depth Depth
n
1�
r
}
-' ::ail .
r
a >,v<t•>
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -S? .+ ?
b. Type of material to be excavated "AUA +- -;n well
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes � No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
NIATERUL
a. Location of disposal area >r: + 3 n.•.,nr
b. Dimensions of disposal area )6) 1 -r ') rin s
c. Do you claim title to disposal area?
Yes _ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? + — Yes —No
If yes, where?
Revised 03/95

Form DCM-MP-2
e.
Does the disposal area include any coastal wetlands
If yes,
(marsh), SAVs or other wetlands?
(1)
Amount of material to be placed in the
Yes w' No
water
(2)
Dimensions of fill area
f.
Does the disposal include any area in the water?
Yes ti No
(3)
Purpose of fill
b. Will fill material be placed in coastal wetlands
3.
SHORELINE STABILIZATION
(marsh),
SAVs or other wetlands?
Yes No
If yes,
a.
Type of shoreline stabilization
(1)
Dimensions of fill area
,/' Bulkhead Riprap
(2)
Purpose of fill
b.
Length :�_6 P= l
c. Average distance waterward of MHW or NWL
5. GENERAL.
d. Maximum distance waterward of MHW or NWL
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? 6P,,r>d - =•- » s/
!}1, (•�'. ii— JNJ�� 'fU l�,lJl31'jA�.I �J ;1/1 !,.v-fLr /ry' _ r' O�^ <1 �..�'' ;c
(Sourceojinjormaion) loocn,v,�) /�he.� .>> . .•� �r _
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ✓ No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
use D12 a4 hnlc
c. Will wetlands be cr3ssed in transporting equipment
to project site? —Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
J& u11 e D Mve_7�,_'n(
Applicant or Project Name
1gnature
iSAya�1 R�
Date
i
Revised 03/95 _.

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ✓ No
f. Does the disposal include any area in the water?
Yes ✓ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
i Bulkhead Riprap
b. Length 4 36 Li
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
If yes,
(1) Amount -of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes `✓ No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. CENERAL.
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? f4aze d 11^.,11t A-4;, ac�011i
mAv S F+, R+ 1Nie+ -f-O Bela �-f�Asr^/ .?,�,il f�r+dA�.v.a 6M r; Oc'.•n� An,k+uso
(Source of information) PPao.SANA) 6be,D.144 w�A
f. Type of bulkhead or riprap material 19dl kA,-AA
P}1,ea PVelshlf-4go,3j rA (PM rn�.it,acta,..
R lean p' Isaoo'4)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ✓ No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
TReC�R e{P_eela, 6, *.6&, be 861e 4e,
u5c D494 h At
c. Will wetlands be cr3ssed in transporting equipment
to project site? _ Yes ✓" No
If yes, explain steps that will be taken to lessen
environmental impacts.
Date
Revised 03/95,,,,.,,
s.

Form DCM-MP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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 i s ; i a A+i ..5:tm e-
��11; ,Y GJ i�F;•ar_ frv�rnll 1�n ,. 4'h a-.}w. rl6Sj�i
t
b. Number of lots or parcels 2 Nneo.! L
c. Density (give the number of residential units and the
units per acre) PG, 1
It. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes / No
If yes, date submitted
i. Describe proposed method of sewage disposal.
j. Have the facilities described in Item i, above
received state or local approval? \
(Attach appropriate documentation) P,,o ,q'e p,J y,;1C 1,.4
k. Describe location and type of proposed discharges to
Size of area to be'grad filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 3 D� x �yzozie. t sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
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? Yes vs'' No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Ali on11"o-)4 Kai ./x yin'
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. 4)
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
in. Will water be impounded?
If yes, how many acres? _
Yes v' No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
172UG�— Z Qn/+2%CN i—•1�t��� C
Applicant or Pr ject Name
Signature
iS
Date
Revised 03195

Form DCM-MP4
(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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1)
yOyCommercial _Community _ Private
(2)
Number 3_
(3)
Length /otib
(4)
Width -Y ii' ,
(5)
Finger Piers ✓ Yes No
_
(i) Number 1 to
(ii) Length 2H
(iii) Width .5
(6)
Platform(s) Yes / No
(i) Number
(ii) Length
(iii) Width
(7)
Number of slips proposed 11�
(8)
Proximity of structure to adjacent riparian
property lines
(9)
Width of water body 2 D u
(10)
Water depth at waterward end of pier at
MLW or NWL xvrfv
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c.. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
G^,9
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Applicant or Proje t Name
��
Signature
Date
APR 2 3 1996
BCfSlecJs�ar.aoaa m o.nu�w new%ti:.h
Revised 03/95

Form DCM-MP-6
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
v-' Commercial _ Public _ Residential
b. Will the marina be open to the general public?
%-'L Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
!� Dockage ("wet slips") only
Number of slips I to
Dry storage
Number of boats
I Boat ramp(s)
P Other (describe) _L,bl �S Q %vats,)
r
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
✓ Other (describe)��.jjtt 1tAN revkA
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types),
d•
Typical boat length / S rr n?
h. Maximum boat length .? � rf
i. Are any floating structures planned? ND
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project..
a Office toilets
r' Toilets for patrons
Number D
Location
- O Showers
—n Boat holding tank pumpout
Type and location 0vo r'.)P,li?-ir-o CC-C P.4
b. Describe treatment type and disposal location for all
sanitary wastewater. NM
c. Describe the disposal of solid waste, fish offal and
trash disposal. nt1,3
d. How will overboard discharge of sewage from boats
be controlled? 0 fa''.'
e. Give the location and number of "No Sewage
Discharge" signs proposed. vrf&
Revised 03195

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be
disposed of ? el /.4
h. Give the number of channel markers and "No
Wake" signs proposed. VJ d
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. pi"A
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Ae.lr L,),tr.)_- ev"r -1
k. What will be the marina policy on overnight and
live -board dockage? n!`n
1. Is the proposed marina located near any shellfish
leases? Yes uil No.
If yes, give the name and address of the leaseholder.
in. If this project is an expansion of an existing marina,
what types of services are currently provided?
n. How many slips are now available? f
o. Is the marina proposed within a primary or
secondary nursery area? Yes No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes �r No
q. Give the location and number of "Pumpout
Available" signs proposed. w9tvz
g2tiLr D M har6N -i- g> I ti 1V1� 1J
Applxmt or Project Name
Signiture/
is
Rate
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1.
DIVISION OF COASTAL, NJ< NAGEM ENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground
2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503
(Shell Rock Landing Road) near the Bear Creek Community in Onslow County.
Photo Index - 1995: Strip #33 Frame. #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8
1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19
State Plane Coordinates - X: 2569100 Y: 333200
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4.
5
G
W
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received - April 23, 1996
Office - Morehead City
SITE DESCRIPTION:
(A) Local Iand Use Plan - Onslow County Land Use Plan Up -date 1992
Land Classification From LUP - Limited Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial Boat Basin at Campground.
(E) Wastewater Treatment: Existing - Septic Systems for Campsites
Planned -None
(F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead
Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier
(G) Estimated Annual Rate of Erosion: 2 to 3 feet
Source - Personal Observations
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Saltmarsh cordgrass / Bulkhead
/ Excavation
1,125 sq. ft.
560 sq. ft.
(B) Non -Vegetated Wetlands
Boat Basin / Channel
24,370 sq. ft.
Fishing Pier / AIWW
774 sq. ft.
Riprap / Channel
540 sq. ft.
(C) Other
Highground / Spoil
13,000 sq. ft.
/ Riprap Beach
600 sq. ft.
(D) Total Area Disturbed: Approximately 4 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA / Open / ORW

FIELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the
campground by conducting maintenance dredging and constructing replacement docks, boat
ramps and new bulkheads around the basin.
9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing
Campground is located about 4 miles southwest of Swansboro at the end of State Road
#1503 which is also known as the Shell Rock Landing Road in Onslow County. The
project site consists of two deeded tracks of land owned by the respective applicants.
The property contains approximately 3.52 acres of land adjacent to the Atlantic
Intracoastal Waterway situated between Queens Creek and Saunder Creek near the
community of Bear Creek. The rural vicinity around Shell Rock Landing is an un-
zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow
County, the project site is serviced by the county drinking water system. The entire
project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the
Outstanding Resource Waters (ORW) along this section of the sound. The surface
waters are also classified as "SA" and they are 'open" to the harvesting of shellfish.
The aerial photographs referenced on the front of this report provides a 17 year
historical sequence of the project site from 1978 to 1995. The focal point of the
property and the subject of the CAMA / Dredge & Fill application is the man-made
boat basin originally excavated into the highground. The project was first authorized
in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton,
have operated and maintained the property as a commercial boat ramp and campground
for the past several years. There are 16 boat slips in the basin. Although seven of the
old finger piers will be removed, the application states that only 16 wet slips will be
provide upon completion of the project. The emphasis of the proposed project is to
restore the usable water depths in the basin and stabilize the interior shoreline with
bulkheads. A late addition to the workplat drawing and applicant's permit request
includes the construction of a "fishing pier" on the primary shoreline providing
pedestrian access to the surface waters immediately adjacent to the AIWW.
As proposed, the require maintenance dredging / excavation has been divided into 4
sections: "A" is the northern leg of the basin with the shallowest water depths and the
most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin
with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the
basin and provide access to the boat ramp. The combined area of the basin is
approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will
restore an overall water depth of -4 FT. on mean low tide. Some of the excavation
near the boat ramp and around the shoreline will be accomplished by a equipment such
as a backhoe. Other section of the basin will be dredged by using a small hydraulic
pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will
place in the highground disposal area on the north side of the basin. The spoil area is
a large open grassed field that slope towards the basin. The project plans show the
area will be dike with a vegetated berm. Maintenance dredging will displace about
1,125 square feet of marsh grass dominated by saltmarsh cordgrass.

HELD INVESTIGATION REPORT:
Bruce D. Morton and Billy E. Morton
Shell Rock Landing Campground
PAGE #2
Once of maintenance dredging has been accomplished, the shoreline will be stabilized
with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new
bulkhead will be installed. In order to create a straight alignment, the new bulkhead
will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh.
Elsewhere along the alignment, the bulkhead should be installed landward of the
narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass
situation occurs along the shoreline in section "A". As proposed, approximately 255
feet of new bulkhead will be installed landward of the fringe marsh grass. All of the
existing finger -piers along the new bulkhead will be removed.
The workplat drawing also calls for the construction of a new dock running parallel to
the bulkhead in basin section "A and "B". Approximately 400 feet of dock measuring
6 feet wide will connect access to the boat ramp. In combination with the maintenance
excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new
structure. The existing boat ramp is located at the east end of basin "D". The 12 foot
wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but
expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp
will be displaced by the new launching facility.
The last item being proposed is a fishing pier to be locate on the primary shoreline
adjacent_ to the AIWW. The overall length of the pier will be 55 feet and this includes
a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to
be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the
AIWW. There is no red channel marker near the proposed pier and so the workplat
drawing was corrected by this office using a black marker.
10. ANTICIPATED LMPACTS: The proposed project will displace approximately 1,685
square feet of saltmarsh cordgrass within the man-made boat basin. The build up of
sediments and marsh vegetation in the basin has been allowed to occur since the basin
was originally permitted about 26 years ago. The actual maintenance dredging will
restore the -4 foot water depth over approximately 24,370 square feet on subaqueous
bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square
feet of estuarine surface waters on the Outstanding Resource Waters in this section of
the Western Bogue Sound ORW. If the overall length of the pier does not exceed the
length of the other pier along the same shoreline; it should not pose a problem to
navigation.
PREPARED BY: JAMB L. MERCER
DATE: APRIL, 30, 1996