19970242 Ver 1_Complete File_19970507

State of North Carolina
Department of Environment, LTIWA
Health and Natural. Resources 4 • a
Division of Water Quality
James B. Hunt, Jr., Governor AdftMdMftdMk
Jonathan B. Howes, Secretary � C
A. Preston Howard, Jr., P.E., Director C
May 7, 1997
Carteret County
DWQ Project # 970242
COE #1997004519
APPROVAL of 401 Water Quality Certification and ADDITIONAL •CONDITIONS
Mr. Robert Clay
Sugarloaf Properties, Inc.
100 Main Street
McAdenville, NC 28101
Dear Mr. Clay:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 0.003 acres of wetlands or waters for the purpose of developing a planned unit development at
Hoop Hole Creek adjacent to NC 58, as you described in your application dated 1 April 1997. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3112.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below. Deed restrictions or conservation easements shall be added to all lots with jurisdictional wetlands to
prevent future fill. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non -
Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919- 733 -1786.
Sincerely,
# on Howard, Jr. P.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 - 733 -1786 FAX # [phone]
An Equal Opportunity Aff irmative 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
March 10, 1997
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Director
Division of Water Quality
EDEHNR
I
�iAR 13 7T .
D1V,,81of \.;
COASTAL MANAGEiMENi
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator D Tgauu rZE
SUBJECT: CAMA /DREDGE & FILL Permit Application Review MAR 13
1997
Applicant: Sugarloaf Properties, Inc. Anxaw,, -...
.......
Project Location: adj. to Hwy. 58 (east of Atlantic Station Shopping Center) and a canal which enters
Bogue Sound, in the Town of Atlantic Beach, Carteret Countv
Proposed Project: a plan unit development which will incorporate 41 residential and 6 commercial lot,
13 condominium units, a boat ramp, a 11 slip community marina and the excavation
of a boat basin and access channel
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 31, 1997. If you have any questions regarding the proposed project, please contact Charles Jones at
(919) 808 -2808. 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 i 9%
T_
+stron Plaza il, 151 B, Highway 24, Morehead City NC 28557 Ni��
,ice 919 - 808 -2808 FAX 919 - 247 -3330 Courier 11 -12- 09 1 f C An Equal opportunity /Affirmative Action Employer
_ 50% recycled / 10% Post-consumer paper

To: John Dorney
Environmental Sciences Branch
DIVISION OF QUALITY
.u: MAJOR PERMEIP APPTICATILON R /I
,t
REVIEWER: GREGSO
ACTING WQ SUPERVISOR: SHIVER 5 S
DATE: April 18, 1997
WETT AND INFORMATION FOR CENTR AT. 01MC'E TRAC'KIN(:
PERMIT YR: 96 PERMIT NO.: 970242 COUNTY: Carteret
PROJECT NAME: Sugarloaf Properties, Inc.
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT #: N/A
y
RCD FROM CDA: DCM DATE FROM CDA: March 13, 1997
°2 G
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Hoop Pole Creek
" -
y
CLASS: SA STREAM INDEX #: 20 -36 -12
2 "21
*OPEN OR CLOSED: Open
WL IMPACT: Yes WL TYPE: SM
WL REQUESTED: 0.003 WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED ?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to develop a 30 acre tract of land into a 48 lot panned
unit development with an 11 slip community marina and boat ramp.
WATER QUALITY C'ERT_ (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Major Permits.
TYPE OF DISPOSAL PROPOSED: Proposed connection to Atlantic Station WWTP
TO BE PERMITTED BY: DWQ
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: Yes
WATER /WETLAND FILL
AREA OF FILL - WATER: 600 sq. ft. WETLAND: 120 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGINGt
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes

970242.Apr
Page Two
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
This Office has no objection to the current proposal. It is recommended that the 401
Certification contain a condition that no fill of wetlands on individual lots will be allowed and that
deed restrictions shall be placed on all lots containing wetlands to prevent such future impacts.
cc: Central Files
Wilmington Regional Office Files
DCM- Charles Jones
John Parker

0
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Sugarloaf Properties, Inc
2. LOCATION OF PROJECT SITE: adj. to Hwy 58 (east of Atlantic Station $hoppin enter) and a
canal which enters Bogue Sound, Town of Atlantic Beach, Carteret County ��
Photo Index - 1995: 40- 493,M -17 1984: 158- 10:J- 12,F -L 12 7 1;3
State Plane Coordinates - X: 2675400 Y: 355000
3. INVESTIGATION TYPE: CAMA & D &F y
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Feb. 7, 1997
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 2 -19 -97
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Atlantic Beach
Land Classification From LUP - Urban Transition & Conservation
(B) AEC(s) Involved: CW,EW,ES,PTA
a Water Dependent: Yes & No
(D) Intended Use: Residential and Commercial
(E) Wastewater Treatment: Existing - WWTP with a 50,000 gal. reserved copeck
Planned - individual hookups
(F) Type of Structures: Existing - Old asphalt roadway
Planned - 41 single family & 6 commercial lots, 13 condo.'s, 21 boat
slips
(G) Estimated Annual Rate of Erosion: Slight
Source - Personal observation
7. HABITAT DESCRIPTION: [AREA]
T)RF7)rF.T) FTT .T .F.T) OTHER
(A) Vegetated Wetlands
Coastal Wetlands
404 Wetlands
±120 sq.ft.
±1,680 sq.ft
(Shaded)
(B) Non - Vegetated Wetlands
shallow water bottom areas
±108,500 sq.ft.
±600 sq.ft.
±6,930 sq.ft.
(Footprint of
docks and
mooring area)
(C) Other
Highground
±6.5 acres
(D) Total Area Disturbed: 9 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing a plan unit development which will incorporate 41
residential and 6 commercial lots, 13 condominium units, a boat ramp, a 11 slip community marina and
the excavation of a boat basin and access channel.

FIELD INVESTIGATION REPORT:
SUGARLOAF PROPERTIES, INC.
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant's property is a ±30 acre tract of land
located towards the western end of the Town of Atlantic Beach, Carteret County.
property is bordered on the south by NC Hwy. 58, on the west by Atlantic Station
Shopping Center and to the north by the waters of Bogue Sound. Bisecting the property
is a human -made canal locally known as "Hoop Pole Creek".
A substantial amount of the applicant's property consists of a diversified mixture of
coastal wetland species (including spartina alterniflora, juncus roemerianus, salicornia
spp., spartina patens, distichlis spicata) and "404" wetlands (including iva frutescens,
sea ox -eye, eastern baccharis, sweet bay, red bay, fetterbush titi, etc.). The highground
areas can be characterized as either Maritime Forest (vegetated with red cedar, red bay,
sweet bay, yaupon, holly, live oak, wax myrtle, etc.) or areas which were filled during
the initial excavation of Hoop Pole Creek and vegetated primarily with scattered amounts
of spartina patens, wax myrtle, cat- briars; etc. The remnants of an old asphalt road is
located in the middle of the property. There are also scattered pockets of "404"
wetlands in the swales of the Maritime Forest complex. The US Army Corps of
Engineers have approved the wetland delineation performed on the property.
Hoop Pole Creek was altered many years ago and can be characterized as having
irregular channel depths ranging from -0' to -5.4' mean low water (MLR) deep. The
bottom consists of mostly sandy material except towards the upper end of the canal
where it is silty. An existing highway stormwater discharge pipe is also located at the
head of the canal. A varying border of coastal wetlands and scattered amounts of oysters
exist along the shoreline of the canal. Hoop Pole Creek has been classified as `SA'
waters and is open to the harvesting of shellfish. Oysters have historically been
harvested from the area and small boats have periodically used the area as an unapproved
mooring area.
This property was the subject of a permit application in 1984 which involved the
construction of a shopping center, condominium complex, commercial marina and the
excavation of a ± 1 mile long access channel. A permit was issued but later appealed.
The Coastal Resource Commission modified the permit conditions in 1985 to primarily
address stormwater concerns and required monitoring of water quality conditions in the
canal system. The shopping center was built but the marina, access channel,
condominium complex was never developed.
In 1991 the applicant requested a permit to develop the property into a 54 lot subdivision
with an associated marina, clubhouse and other amenities. The applicant also proposed
to excavate portions of the existing canal as well as other areas in Bogue Sound to
provide adequate water depths to the project site. The project was eventually placed on
hold due primarily to unresolvable concerns of wetland impacts, shellfish closure areas
and development on state claimed land. (The Department of Administration determined

that ± 3 acres of the applicant's property was land which was raised from below the
mean high water (MHW) line during the time the canal was excavated and is under State
ownership.)
Project Description
The applicant is now proposing to develop the property into a 48 lot planned unit
development which will involve a mixture of residential and commercial uses. Forty-one
of the lots will be designated as single family and 6 lots along NC Hwy 58 will be
commercial. The single family lots will be located on the east side, of the canal with 18
lots having direct water frontage on the canal. The applicant has drawn the area of
riparian access and the approximate dock location for each of these lots. The applicant
has indicated that restrictive convents will prohibit more than 1 boat from using each
pier. On the eastern portion of the applicant's property, a ±80' long x 24' wide
elevated wooden bridge is proposed to be constructed over a ±70' wide area of coastal
wetlands. The bridge will provide vehicular access to a small highground knoll which is
vegetated by maritime forest. The bridge will service 3 lots and underground water,
sewer and electrical lines will be trenched through the wetland area in order to provide
utility service to the development. The bridge will have abutment wingwalls on both
sides which will be located landward wetland vegetation. The project has been designed
to come under the Division of Water Quality Low Density Stormwater requirements.
The applicant is proposing deed restrictions which will limit the amount of impervious
areas for lots 30-47 to 3,900 sq.ft. (each) with lots 7 -29, 48 & 49 limited to 4,315 sq.ft.
The development of the area on the west side of the canal will consists of 13
condominium units in two buildings. The buildings will be three stories and up to 35' in
height. The buildings and parking areas will weave around "404" wetlands so as to avoid
direct impacts. The condominiums will generate an impervious area of ±16,000 sq.ft..
Three docks are also proposed to be constructed in the canal at the condominium site.
The docks will parallel the shoreline with mooring pilings offshore the main docks. The
docks will provide for 11 permanent slips and appears to be sited within an area which
was previously excavated from areas above the MHW line. A 50' long x 15' wide
concrete boat ramp is proposed to be located at the head of the canal just west of existing
stormwater discharge pipe. The ramp would transverse through a ±8' wide border of
spartina alterniflora and would be an amenity for the condominium units as well as the
adjoining single family lots. Another amenity for the development is a proposed
swimming pool, pool house and day dock which is to be located on the northeastern side
of the canal. Since the pool is to be located immediately adjacent to coastal wetlands,
the applicant is proposing to construct a bulkhead /retaining wall to prevent unintentional
encroachments into this area. The day dock will extend out into the canal for ±8' and
then run parallel to the canal for ±33.
The applicant is also proposing to excavate a portion of the canal and Bogue Sound in
order to provide adequate water depths for boating access to the development. The
most significant excavation will occur at the head of the canal out to the outermost dock
on the west side of the canal. The area to be excavation will be ± 740' long x up to ±,
90' wide. The proposed excavation of the access channel will encompass an area
totaling ± 2,000' long x 20' wide. All excavation is proposed to be at 4' MLW deep

and is proposed to be accomplished by the use of an excavator mounted on a barge. The
spoil material generated from the excavation is proposed to be placed on adjacent high
ground and used within the project site after drying. Two inch PVC pipes are proposed
to be placed in the water and mark the dredged and deeper waters which will make up
the access channel for the development.
The 6 lots located adjacent to NC Hwy 58 are designed to be sold as commercial
properties and will be subject to the stormwater density. Deed restrictions will limit the
amount of impervious coverage on these lots to 7,000 sq. ft.
10. ANTICIPATED IMPACTS: This project will convert a ± 30 acre tract of land into a
housing and commercial development with an initial land disturbance of ±6.5 acres for
roadways, swimming pool area and infrastructure improvements. The applicant will
incorporate deed restrictions to limit the amount of impervious areas on the site to 25 %
of the total tract size. A 70' wide bridge is proposed to be constructed across an area of
coastal wetlands in order to gain vehicular access to 3 lots. The bridge will be
constructed on pilings but it's footprint and orientation to the sun will most likely cause
the vegetation underneath to be denuded by shading effects. The close proximity of
roadways, - cul -de -sacs, parking areas and future residential structures to wetland areas
are such that potential adverse impacts to these areas exist if extreme care is not
undertaken. Because of the configuration of the "404" wetlands on some of the lots,
there may be request from future property owners to fill some of these areas to
"straighten" yards, etc. These request would have to be authorized by the COE through
it's normal permit procedures.
The construction of the residential marina on the west side of the canal and the potential
construction of individual piers on lots 30-47 on the east side will allow for up to 29
boats to dock within the canal. The applicant has indicated that restrictive convents will
limit the length of boats using the docks to 23' or less and none will have a cabin or
head. A boat ramp is proposed to be placed at the upper end of the canal which will
provide access to the development. A ± 120 sq.ft. area of spartina alterniflora and ±
600 sq.ft. of shallow water bottom area would be filled by the ramp installation.
Approximately 27 cu.yds. of marl and concrete material would be placed below the
MHW line. The excavation of the basin area would result in an area ±68,560 sq.ft. in
size being excavated to a depth of -4' MLW deep. The access channel excavation would
impact ±40,000 sq.ft. of primarily sand and shell bottom and would be excavated to a
depth of -4' MLW deep. A shellfish survey was conducted in 1991 (by the applicant)
and in 1995 (by the NC Division of Marine Fisheries) in the alignment of the proposed
channel. The surveys did not reveal any substantial resources which would be
impacted. There has not been an updated survey of this area since then. Shellfish have
historically been harvested along the shoreline of the canal. Over the years, local
individuals have gained unapproved access to the waters of the canal and Bogue Sound
from this property. Once this development begins, this access will most likely cease.
The applicant has calculated that the excavation will generate ±7,500 cu.yds of material
with the material being unloaded in an approximately 1,000' long x 75' wide area on the
east side of the canal. After the material has dried it will be used within the project site.

The applicant has incorporated ± 3 acres of state owned land into the development. The
applicant has provided a letter of permission from the Department of Administration to
apply for this permit on state property. According to DOA's letter, an appraisal of the
property is being undertaken and will serve as the basis for negotiations to sell the land
to the applicant.
PREPARED BY: Charles Jones
DATE: March 7, 1997

Form•DCM -MP -1
AP
PLICATI
ON
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT
JaTC�QNT 1 c BE9ctl
a. Landowner: �.a pe ri-�e.s�3nc.
Sur-cl �=
Name p o e.r't CA a
Address 100 MAIN ST-.
City M o Ades u I I !e. state M .0 C.
Zip 2810 ( Day Phone �- 7'824"355 J
Fax ��19
b. Authorized Agent:
F 1�.3uw
Name %'Sirood &id Ineeetrr j , P. A .
City Merr l2 .'I , State U 1 +i 1144 eX.N c.ON K)n ►4 lei I u -ts W ! :[ N PQQ L
J9t9- 291 -(092 r-Q.E0$vNN L FACILITYTI INET
SL.I PSG BOAT P—AMP
b. Is the proposed activity maintenance of an existing
G project, new work, or both? NEW t�OrLv --
c. Street address or secondary road number
IBC 14W4 S8 WEq Fow, mtoc:dN iznAb
d. Is proposed work within city limits or planning
jurisdiction? __ X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) 8 06 uE S 0 o N O
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.
Zip CSS5 Day Phone) 19- 241-7419 ST eo un
EN61Ntl c,l Ih
I • S
c. Project name (if any) SU6A2LOAF PR.oPt7Z. 16S
_�L.FiN ti� l ilU tT ()I`lJ �liYAY� f- "YIJrt'
NOTE. Permit will be issued in name of landowrur(s), and /or
project name.
2. LOCATION OF PROPOSED
PROJECT'
a. County- �'2- ��`:;'
Revised 03/95
c. Will the project be for public, private or commercial
use? PILIUATtt-
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. A - PLANNM uNil C),eUgoppla'
C-o"S SZM)fn PkprnA2tL`l of A mi'v or-
C1AICeG.� t= r�rntLY/ mi��rt- i- Arnt��T A krQ
S'nmmL-c lOrt_ Uc67S _ TFI-tS PlT.l7 oc)aJ
TACM AouA&t Ar,.i< mF ms war a&T7
t,..�/ T - n6vc t
Ali 8�- iA
FEB 1 9 1957 �3

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3 f7 Z 8 fla2a:S
b. Size of individual lot(s) ]D00 %v rnwtrnL) -,
c. Approximate elevation of tract above MHW or
NWL 1D' test` Au=Ae -.
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract cs -r
WEeros AKD n4 as
m. Describe existing wastewater treatment facilities.
W14S'�E�►�7t�.710Et��nIE PGA NT I/Jt7rl
A So, oG eJ_.LaM tZeS Ugrg CA►0A 1�+
- sormi ,r-AF unuZt
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.)
SUrLFAC-E le. i)ynH`
o. Describe existing drinking water supply source.
MiiutC1 -PA-(_ STSPw",
f. Man -made features now on tract NONC eyc&PT
ono AS ?& -c:-T IZnoA o 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (consult the toot &and use plan.)
Conservation
.�_ Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
R,ESo2Z Con.m,�S,,l�'i�-
i. Is the proposed project consistent with the applicable
zoning? _)<_ Yes No
(Attach Zoning compliance certi, fcate, if applieabk)
i.
Has a professional
done for the tract?
If yes, by whom?.
archaeological as essment been
Yes No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed o eligible property?
Yes X No
1.. Are there wetlands on the site? ')( Yes No
Coastal (marsh) �� Other '4 ffS
If yes, has a delineation been conducted? fie?
(Attach documentation, if available)
Revised 03/95
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. BIue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM -MP -1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Z A CI rArL_TjAy 1Q1
Address P.c . Bbi 108E
Phone N �,,� f��-rt ,u . p jr ?PSG o
Name W ES 1: I
Address 224 ' Zos C SC w-=
Phone Roc i 4 14ou N ,C _ Q 80?
Name
Address
Phone
• 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 03/95
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 4 day of NOV , 19-( .
Print Name F R E o M IS U N N
Signature JA-4.
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
Y DCM MP -2
Excavation and Fill Information
Y DCM MP -3
Upland Development
A MP-4
Structures Information
X 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.
FES x. 9 1,997 1

Form DCM -MP -2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shomline
stabilization)
Average Final
EAsting Project
- Lenath -Width Depth Depth
2000
2o
- 2.5
-4.o
M LW
Mew
VAelec.
VARJts
C08�
os
MLYq
MAW
n1 �><v
Mt✓�cy
1. EXCAVATION
t
a. Amount of material to be ex at
ed from below
MHW or NWL in cubic yards _ 7384 S�Y-=
b. Type of material to be excavated S A MID
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 0
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area ON -S l C--_.
EAS-r S 10 E. O F CA U 91C_.
b. Dimensions of disposal area IOx)oX '7.5
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?
q E r4S.. -.-• 6 �'
r 9 11-1-7 1,1
Revised 03 /95,��raarso�iiiisi4

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 _X._ No
3. SHORELINE STABILIZATION N A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
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 —,X No
Revised 095"
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 CANSTP_2Sa: J9CA7
K-AmP
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? 51 LT FE-AIC E
b. What type of construction equipment will be used
(for example,. dragline, backhoe, or hydraulic
dredge)?
I)P,A LIME BACKikC 8Ae,&F
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes \,e No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or Project Name
Signature
NaV 6, 199 (0
Date

Form -DCM -MP -3
UPLAND.
DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form •DCM -MP -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 B Nl o LT i Fnm i 64 % L 0 G S
CORXAIQiAiC, 13 UNrrs
b. Number of lots or parcels% -
c. Density (give the number of residential units and the
units per acre) (o 0 o&� i T s rrs
Pt—fL. ACP E
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. (o Acmes
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X -Yes No
If yes, date submitted IN CDNTuiuMoN N / CAMi4
S us m
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
AGGQT_, = anze Coggz— Aw
_A PAY
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. LESS h,q 3071
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
_X Yes No
If yes, date submitted I N CoN7LI C-TI ON W
CAMA suarn1Tp,4L
i. Describe proposed method of sewage disposal.
©F -S11E i,iAS;- ,�P,rtaL T2Ei4rr►���'
PLAk4
j. Have the facilities described in Item i. above
received state or local approval? YES. NCDEM
(Attach appropriate documentation) So
6AkE�AF UTtLdTIi;S
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).
Su a-FACL 12 o nooF�
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
7bwri aH 14aLAMLr__ 6(fACA mutvic.iP"
SwSZ bF
m. Will water be impounded? Yes _�L_ No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N .16 _
Applicant or Project Name
Signature a
r
-ILLY "UtJ
3
�10V
Date
Revised 03/95 o�oasoaago�p��My

'Form DCM -MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project. _
a. Dock(s) and /or Pier(s) r '
(1)
Commercial Community Private
(2)
Number 4 mtid 1
(3)
Length I zo, 140 90 =3 -B ooc<)
(4)
Width (o'
(5)
Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6)
Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7)
Number of slips proposed I I
(8)
Proximity of structure to adjacent riparian
property lines A
(9)
Width of water body '10-k
(10)
Water depth at waterward end of pier at
MLW or NWL 1.O M LW
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
Revised 03195
e. Mooring buoys
(1) _ Commercial _Community _ Private
(2) Number
'(3) Description of buoy
(Color, inscription, size, anchor, etc.) ,
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
IS 'aCPOSrap jt)ArL -LM&rf LOTS
WOOLO Bfi ALLAuJtb ©NL.4 Of4G
SLIP PEM LOT 1711j5 &ESIgACToi -1
WDU La AG INrLQnkY) fro xI�E
RESZILAgIluE C nyg- )Aqz -, 1 I�-
-rbvkL SL.I Ps �L�LJ& is — tm-,Se 1$
PROS r4L= it --Amor,') ot=m�e occr -s
To-1 *t-1 r(.6 Z9 ,
FRED M. ISOHN
Applicant or Project Name
Signature
NOV 6, 19%
Date
F
o
FEB 1 9 1597

Form DCM -MP -5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
(4) Will all, or a part of, the existing culvert be
Permit, Form DCM -MP -1. Be sure to complete all
removed? (Explain)
other sections of the Joint Application that relate to this
proposed project.
t
g.
Length of proposed bridge ° O
1. BRIDGES
h.
Width of proposed bridge Z4
a. Public Private X
i.
Height of proposed bridge above wetlands
3 F &-cr
b. Type of bridge (construction material)
j.
Will the proposed bridge affect existing water flow?
Yes —X No
If yes, explain
c. Water body to be crossed by bridge
WE[ LAN bs ImArask
d. depth at the proposed crossing at MLW or
k.
Navigation clearance underneath proposed bridge
NW`atter
e. Will proposed bridge replace an existing bridge?
1.
Will the proposed bridge affect navigation by
Yes_ No
reducing or increasing the existing navigable
If yes,
opening? Yes No
(1) Length of existing bridge
_ _
If yes, explain
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
m.
Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain m W r— !� A YL --4
f. Will proposed bridge replace an existing culvert(s)?
ONLc J . N0 iv ��a ww �3op
Yes_ No
If yes,
(1) Length of existing culvert
n.
Have you contacted the U.S. Coast Guard
(2) Width of existing culvert
concerning their approval?
(3) Height of the top of the existing culvert above
Yes — No
the MHW or NWL
If yes, please pro' vide record of their action.
i
Revised 03/95

Form DCM -MP -5
2. CULVERTS NIA.
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e.. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
�4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
Revised 03195
r y .
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes_ No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated ,
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: N O
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
_�X_ Yes No
If yes,
(1) .Length of area to be excavated 401 y-
(2) Width of area to be excavated k
(3) Amount of material to be excavated in cubic
yards 49 9_ f
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
FEPLACED AT 5tzc mot C'Q��ago
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.

Form DCM -MP -S
(4) Will the disposal area be available for future
b.
Will the proposed project require the relocation of
maintenance? Yes )K_ No
any existing utility lines? Yes — L No
(5) Does the disposal area include any coastal
If yes, explain in detail
wetlands (marsh), SAVs, or other wetlands?
Yes _�< No
If yes, give dimensions if different from (2)
above.
c.
Will the proposed project require the construction of
(6) Does the disposal area include any aT below
any temporary detour structures?
the MHW or NWL? Yes No
Yes_ No
If yes, give dimension if different from No. 2
If yes, explain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
d.
Will the proposed project require any work
described in Item d. above) to be placed- below
channels? Yes _.X_ No.
MHW or NWL? Yes X No
If yes, complete Form DCM -MP -2
If yes,
(1) Length of area to be filled
e.
How will excavated or fill material be ke t on site
(2) Width of area to be filled
and erosion controlled? S 1 U r -trJC+ ?GRAVE-L
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
f.
What type of construction equipment will be used
result in any fill (other than excavated material
(for example, dragline, backhoe or hydraulic
described in Item d. above) to be placed within: No
dredge)? ►tt = �RIU�� ,`f12./VCKJ%�ts
Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
g.
Will wetlands be crossed in transporting equipment
(3) Purpose of fill
to project site? --X_ Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. 1Nooioti:� MASS
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes _)�— No
h.
Will the placement of the proposed bridge or culvert
If yes,
require any shoreline stabilization?
(1) Length of area to be filled
Yes K No
(2) Width of area to be filled
If yes, explain in detail
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes No
If yes, explain il6 detail
Revised 03/95
Applicant or Project Name
Signature
�oy 19910
Date
1 j1 Af.
aft�.& .YrWwMi

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
IN REPLY REFER TO March 19, 1997
Regulatory Branch
Action ID No. 199704519
st'
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27687
Dear Mr. Dorney:
Enclosed is the application of Sugarloaf Properties, Inc. for Department
of the Army authorization and a State Water Quality Certification to fill
approximately 0.015 acre of waters and wetlands, dredge 108,500 square feet of
nonvegetated shallow bottom, and construct a community marina in Hoop Pole
Creek, off Bogue Sound, for the purpose of constructing a development, on NC
258, Atlantic Beach, Carteret 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 May 13, 1997, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned, Regulatory
Branch, telephone [phone].
Sincerely,
of y H. chter
Proj t Mana er
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