19960241 Ver 1_Complete File_19960311 (2)

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
RECEIVED
M4R 1 1 1996
E WIRONMENT4L SCIENCES
-.."J
RE('ElVc't0
W eHINuTOti OFFI^F
MEMORANDUM
TO:
FROM:
SUBJECT:
March 4, 1996
Mr. A. Preston Howard, Director
Division of Environmental Management
John R. Parker, Jr.
Major Permits Processing Coordinator
RPM?
, em
[DEHN

LAMA/DREDGE & FILL Permit Application Review
Applicant: Island Creek Partnership
MAR - 6 1yy6
D. E. M.
Project Location: Off NC 12 and Island Creek Drive, between Spencer Creek & Pamlico
Sound, Avon, Dare County
Proposed Project: Major modification of Permit #19-89 to increase number of approved
dwelling units from 14 to 16, construct a club house and swimming
pool, and 402.68 linear feet of additional bulkhead.
Please indicate below your agency's position or viewpoint =n the proposed project and
return this form by March 25, 1996. If you have any questions regarding the proposed
project, please contact Lynn W. Mathis at [phone]. When appropriate, in-depth
comments with supporting data is requested.
REPLY ? This agency has no objection to the pro:=ct as proposed.
This agency has no comment on the propc=ed project.
This agency approves of the project onl•_.•if the recommended changes
are incorporated. See attached.
This agency objects
attached comments.
Signed
to the project fc= reasons described in the
Date J 6 b
1367 U.S. 17 South, Elizabeth City, North Carolina 27909 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 C:. post-consumer paper
DEHNR Fax:[phone] May 3 '96 9:24 P.02/06
To: John Dorney
Planning Branch
DIVISION OF ENVIXON I NEAL MANAGIMENT
CAHA/COH PMUT AM'PLICATION RUVJMW
WaRO PROJECT # G?/ / i? "11ac- WQ SUPERVISOR: THO E
REVIEWER: SAWYER DATE: 51'??/
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERt T YR: 92? T N COUNTY&
PROJECT NAME.-
PROJECT
TYPE : PERMIT TYPE : (§ICOE . 7 COE DOT #:
? DATE FROM CDA: j / ?
R® FROM CDA:
0
#:
REG OFFICE: ViRU AMID s WIN
j STREAM OR JACENT WATER BODY; ??r'1? •?.CA? °
CLASS : ? ? STREAM INDEX
OPEN OR
WL WACT: -
, WL TYPE:
- WL REMSTED: WL ACR IST:
HYDRO CNECr?: WL SCORE:
MITIGATION: MITIGATION TYPES
MITIGATION SIZE: WTpiC SHEET ATTACHED?
RECOMMENDATION: SSISSUE/con DENY HOLD
STORMWATER PLAN REQ'D. IF YES, DATE APPROVED:
JECT AESCRIP IOW
WATER QUALITY CERT. (401)
CERT. REQ'D: Y
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSA-L-PRO E_ D:_
,?ISTI I'ROPOS SEPTIC TANK ETC.)
TO BE PERM :
(DEM, DH5, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATERNETLAND FILL
AREA OF FILL: WATER:.' Il WETLAND;
IS FILL ELIMINATING A SIGNIFICANT E?
b_ REl'1GI2iG
AREA TO BE DREDGED: 0-
IS DREDOINC ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
NARIMIA
A THE FOLLOWING ADEQUATELY ADDRESSM? Jtl.'?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central. Files; DCM Field Offices; COE Washington Office
DEHNR Fax;9199753716 May 3 '96 9:24 P.03/06
ggCOMMMg CANDITIDNS OR PBWT RESTRICTIONS :
1
DEHNR
MEMORANDUM
To:
Prom:
Fax:[phone] May 3 '96 9:25 P.04/06
DIVTSION OF ENVIRONMENTAL MANAGEMENT
Bill Moore, Environmental Engineer
Water Quality Section, WaRO
Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
Date:
Subject: Request for Starmwater Review of Section 401 Applications
PROJECT NAME :
PROJECT NUMBER :
DATE RECEIVED:
DATE FINAL COMMENT:
NOTE: see attached description of project
.. 1la_e,
COMMENTS:

DIVMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Island Creek Partnership
2. LOCATION OF PROJECT SITE: Spencer Creek off NC 12 and Island Creek Drive,
Avon, Dare County.
Photo Index - 1989: 202-8: N 11 O&P 11, 12, 13 1984: 144-398: N 11 O&P 11, 12, 13
State Plane Coordinates - X: 3042500 Y: 607600
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 4, 1996
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received - February 10, 1996
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation and Limited Transition
(B) AEC(s) Involved: PT, ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Low Pressure Septic
Planned - Same
(F) Type of Structures: Existing - Dwellings
Planned - Club House, Swimming Pool, Dwellings, Bulkhead
(G) Estimated Annual Rate of Erosion: 2' per year
Source - Applicants Agent, Joe Lassiter
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands Shading: 1,170 sq.ft.
"404"
(B) Non-Vegetated Wetlands
(C) Other Grading: 91,485 sq.ft.
Upland
(D) Total Area Disturbed: 2.127 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant requests a major modification to CAMA Major Permit #19-
89 to increase the number of approved dwelling units from 14 to 16, construct a club house and
swimming pool, and 402.68 linear feet of additional bulkhead on property located between Spencer
Creek and Pamlico Sound in Avon, Dare County.
Island Creek Partners
Bio Report
Page 2
Site Description
The applicants property is located the along sound side off NC 12 at the end of Island Creek
Drive in Avon, Dare County. The entire tract under development extends from NC 12 to
Pamlico Sound, and is bisected by Spencer Creek. For the purpose of this permit the area of
interest is confined to that portion of land located between Spencer Creek and the Pamlico
Sound, and consists of two parcels (referred to as Parcel A and Parcel B). The site is
accessed by a wooden bridge over Spencer Creek on Island Creek Drive. The total area of
the property in question is 6.8 acres (296,208 sq. ft.) and is bounded on three sides by
water. The northwest edge of the property abuts the Pamlico Sound, while the north eastern
portion of the tract abuts Spencer Creek. The average elevation of the property is
approximately 3.8' above Base Flood Elevation (BFE) and is in Flood Zone A(8').
Eight existing single family dwellings are serviced by a low pressure system located on the
east side of Spencer Creek. Five dwellings are located adjacent the Pamlico Sound and the
adjacent shoreline has been stabilized with a wooden bulkhead. With the exception of a small
wooded shed, no other structures are on the site. All development activities on the property
have been confined to the area directly west of the bridge.
The property is primarily high ground with several isolated pockets of "404" wetlands. There
is an extensive coastal wetland fringe along the shoreline. There is evidence of shoreline
erosion adjacent the bridge along Spencer Creek and according to the applicant an average of
two feet per year has been lost. Developed high ground areas are dominated by domestic
grasses while vegetation in the undeveloped high ground areas includes, but is not limited to,
Broom Sedge (Andropogon V.), Sea Ox-eye (Borrichia frutescens , Wax Myrtle (Myrica
cerifera , Red Cedar (Juniperus vriinians , and Marsh Elder (Ivg frutescens . The high
ground graduates to coastal wetlands ranging from Salt Meadow Hay S artina Paten
Black Needlerush (Juncus roemerianus) to Salt Marsh Cord Grass S artina alterniflora).
Project Description
Island Creek Partners request a modification to CAMA Major Permit #19-89. CAMA Major
#19-89 was originally issued to Avon Soundside Partnership on January 31, 1989, and
authorized the construction of the bridge over Spencer Creek. The permit was later modified
on January 18, 1991, to include: 1) construction of 14 residential units, a 538' bulkhead and
associated driveways on the eastern section of the property; 2) expansion of the existing
bridge; and, 3) construction of a commercial retail/office building and associated parking and
septic system. The size of the tract, on the east side of Spencer Creek, at the time of the
issuance of the permit was estimated to be 5.36 acres, with a density of 2.61 units per acre.
Island Creek Partners
Bio Report
Page 3
On January 25, 1993, the permit was transferred to Island Creek Partners and again modified
to include eight 25' groins to be located along the Pamlico Sound. On March 24, 1992, a
second CAMA Major Permit (#33-92) was issued to Island Creek Partners for the
construction of additional bulkheading along Spencer Creek adjacent to the bridge, excavation
of a channel and boat basin, mooring pilings, dock, and boat ramp.
The applicants have acquired an additional 1.64 acres adjacent to the original site east of
Spencer Creek for a total of 6.80 acres. Under the current modification proposal the number
of single family dwellings will increase from 14 to 16 units, with a density decrease equaling
approximately 1/4 acre per single family dwelling. The density calculated does not reflect the
proposed construction of a clubhouse and swimming pool on the property. The final aspect of
the proposed modification will be the construction of an additional 402.68 linear feet of
bulkhead along Pamlico Sound that will extend to the mouth of Spencer Creek.
The total area of land disturbing activity will be approximately 2.10 acres (91,485 square
feet), of which approximately 14,000 square feet will occur within CAMA's Area of
Environmental Concern (AEC). No filling is proposed in coastal or "404" wetlands and is no
backfill has been requested in conjunction with the proposed bulkhead. Two of the proposed
dwellings will be constructed on pilings over 1,170 square feet of "404" wetlands. According
to the applicant's agent no land disturbing activity will occur in wetlands. It will be virtually
impossible to construct a dwelling without land disturbance. A comparison of the approved
plat and the proposed modification indicates a loss of "404" wetlands has occurred.
According to the permit (including all modifications), no "404" wetlands may be filled.
Anticipated Impacts
The modification, as proposed, will result in a total of 1.69 acres (73,779 square feet) of
impervious lot coverage. Impervious lot coverage within the AEC will be approximately .406
acres (17,709 square feet). Approximately 1,170 square feet of "404" wetlands will be
shaded by dwellings and may eventually be lost if current plats accurately reflect previously
built over wetlands. The bulkhead, while proposed landward of the coastal wetland fringe
will result in some temporary degradation during construction. Development of previously
undisturbed areas will result in the degradation or loss of several species of naturally
occurring vegetation.
CAMA Review and Land Use Plan Consistency
No unique remnant species, geologic formations or archeological site are know to be
associated with this location.
Island Creek Partners
Bio Report
Page 4
According to the Land Use Plan, Dare County supports the installation and maintenance of
estuarine bulkheads (pg. 56). The County also supports the Corps of Engineers' Nationwide
permit program (pg. 60). It is the Corps policy to minimize or avoid unnecessary impacts to
"404" wetlands. Review of this project indicates that total avoidance of wetlands may be
possible. The Land Use Plan also states that occasional losses of "isolated pockets" of
wetlands is acceptable when the level of alteration is minimal (pg. 60). The proposed
development appears to meet Dare County's desire to maintain a "coastal village atmosphere
by Land Use Planning techniques to guide the private sector market forces in the direction of
minimal commercialization with single family homes as a preferred type of development"
(pg. 80).
Based on my review it appears that the proposed modification, to CAMA Major Permit #19-
89, is consistent with the Dare County Land Use Plan.
Submitted By: Lynn W. Mathis
Date: March 1, 1996
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Parcel A. J.R. & G.C. Hooper, O.E. Finch
Name Parcel B. Island Creek Partners
Parcel A. PO Box 39, C/O J. R. Hooper
Address Parcel B 116 Sandy Ridee Rd.
Parcel A. Buxton NC
City Duck State NC
Parcel A. 27920
Zip 27949 Day Phone [phone]
Fax NA
b. Authorized Agent:
Name Quible & Assoc. P.C. Attn. Joe Lassiter
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Island Creek
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Avon
c. Street address or secondary road number
NC 12
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
R?r?n?FD
DEC 2 2 1995
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of 8 single family residences, club
house pool; roads bulkhead construction
b. Is the proposed activity maintenance of an existing
project, new work, or both? expansion of an exist
project.
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. (See attached narrative)
4. LAND AND WATER
CHARACTERISTICS
Parcel A = 1.64
a. Size of entire tract Parcel B = 5.16
Total = 6.80
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or NWL
4.0'
d. Soil type(s) and texture(s) of tract
Duckston and Corolla Fine Sand
e. Vegetation on tract Myrica cerifera, Juniperus
viry nicus Juncus roemarianis Ilex vomitoria,
Spartina patens
Revised 03/95
RECEIVED
Form DCM-MP-1
f. Man-made features now on tract 8 single family
homes waste treatment system bridge, paved
road, maintenance shed, bulkheads
g. What is the CAMA Land Use Plan land classification
of the site? (consult the local land use plan.)
Conservation Limited Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
S-1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if
applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? NA
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
on-site low pressure pipe system
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.) None
o. Describe existing drinking water supply source.
Cape Hatteras Water Association
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
DEC 2 2 1995
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
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 Tim Midgett - Midgett Realty
Address PO Box 260, Hatteras NC 27943
Phone [phone]
Name
Address
Phone
Name
Address
Phone
W H Ful ham
722 W Riverside Suffolk, VA 23434
Avon Soundside Partners
116 Sandy Ridge Rd. Duck, NC 27949
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Revised 03/95
Form DCM-MP-1
Major CAMA #19-89 Major Mod. 10/24/90 Avon
Soundside Partnership
Major CAMA # 33-92 Island Creek Partners
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-b 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.
• A Aped 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.
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 W day of D <<- , 19T.
Print Name
Signature
Land per or Authorize Agen
Please indicate attachments pertaining to your proposed
project.
RECEIVED
DEC 2 2 1995
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
Mhwept 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
xxistin Project
Lengt Width g Depth
h Depth
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -0-
b. Type of material to be excavated NA
Df-n r.I/Cr) -
DEC 2 2 1995
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 NA
b. Dimensions of disposal area NA
c. Do you claim title to disposal area?
NA Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? NA Yes No
If yes, where? NA
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
NA Yes No
f. Does the disposal include any area in the water?
NA Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 402.06
c. Average distance waterward of AU-1W or NWL
0'
Revised 03/95
Form DCM-MP-2
d. Maximum distance waterward of MHW or NWL
2'
e. Shoreline erosion during preceding 12 months
2'
(Source of information) on-site observation
f. Type of bulkhead or riprap material
Pressure treated lumber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 14 cu. yds.
h. Type of fill material Clean sand
i. Source of fill material approved upland source
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water NA
(2) Dimensions of fill area 2.1 Acres
91,485 sq ft
(3) Purpose of fill for roads, building
pads & waste treatment system
b. Will fill material be placed in coastal wetlands
(marsh), SAW or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area NA
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
DEC 2 2 1995
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe bulldozer
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NA
e-
;04 Creek G ? V
lican jest game
IZ?Iq/Os
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 8 single family
residences clubhouse pool, associated roads
b. Number of lots or parcels 2
c. Density (give the number of residential units and the
units per acre) 16 total units on 6.8 acres
(2.35 units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.91 485 sq.ft.
(2.1 acres)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted Being prepared
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
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. 15.28%
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?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.

DEC 2 2 1995
Permitted low pressure pipe system
j. Have the facilities described in Item i. above received
state or local approval? Yes
(Attach appropriate documentation)
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).
No discharges proposed
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Cape Hatteras Water Association
m.
Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
Is Creek -JO L ''
lic Project Game
rSign?u-r
Date
Yes X No
Revised 03/95
{
- REPLY TO
ATTENTION OF
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS C6-0L" 50
P.O. BOX 1890 „
WILMINGTON, NORTH CAROLINA 28402-1890 W11R1.1' WAR I'll
March 11, 1996
Action ID No. 199601401
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:
O
/?o?1?N l ?I9p
s
Enclosed is the application of Island Creek Partners for Department
of the Army (DA) authorization and a State Water Quality Certification to
increase the number of approved single family dwellings, and construct a
clubhouse, swimming pool, and bulkhead, on property identified as Island
Creek Partnership, located off NC Highway 12, adjacent Spencer Creek and
the Pamlico Sound, Avon, Dare 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 10, 1996, the District Engineer will deem
that waiver has occurred.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Regulatory Field office, telephone [phone], extension 23.
Sincerely,
k4 %' `U1
Raleigh Bland
Regulatory Project Manager
Enclosure
-2-
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
REPLY TO
ATTENTION OF
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
M (_ I
t pp,'
Action ID. 0 0 Applicant I n 2e Sh,
Waterway Spen c,e/r C Irad4N County Dare Type Work ?t,114?lj
Mr. Larry Hardy
National Marine Fisheries
Service, NOAH
Pivers Island
Beaufort, North Carolina 28516
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
My. wr'g? -
' Regional Office
Division of Coas al Management
North Carolina Department of
Environment, Heallth and
Natural Resources
13 VO U
Pursuant to Action ID No. 198000291, the CANIA-Corps general permit/processing
agreement, a State Field Investigation Report is enclosed Yo comments and/or
recommendations would be appreciated on or before A vir D
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, telephone [phone], extension 23.
Sincerely,
444p?
Raleigh Bland
Regulatory Project Manager
50"
Enclosure
! - 0 9 6 C_L?i 0 1
DIVISION OF COASTAL MANAGEItilENT REC- ENED
FIELD INVESTIGATION REPORT
MAR 1996
1. APPLICANT'S NAME: Island Creek Partnership HEMATOR-Y BR-ART
2. LOCATION OF PROJECT SITE: Spencer Creek off NC 12 and Island Creek Drive,
Avon, Dare County.
Photo Index - 1989: 202-8: N 11 O&P 11, 12, 13 1984: 144-398: N 11 O&P 11, 12, 13
State Plane Coordinates - X: 3042500 Y: 607600
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 4, 1996
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received - February 10, 1996
U Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation and Limited Transition
(B) AEC(s) Involved: PT, ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Law Pressure Septic
Planned Same
(F) Type of Structures: Existing - Dwellings
Planned - Club House, Swimming Pool, Dwellings, Bulkhead
(G) Estimated Annual Rate of Erosion: 2' per year
Source - Applicants Agent, Joe Lassiter
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
OTHER
(A) Vegetated Wetlands Shading: 1,170 sq.ft.
"404"
(B) Non-Vegetated Wetlands
(C) Other Grading: 91,485 sq.ft.
Upland
(D) Total Area Disturbed: 2.127 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant requests a major modification to CAMA Major Permit #19-
89 to increase the number of approved dwelling units from 14 to 16, construct a club house and
swimming pool, and 402.68 linear feet of additional bulkhead on property located between Spencer
Creek and Pamlico Sound in Avon, Dare County.

Island Creek Partners
Bio Report
Page 2
Site Description
The applicants property is located the along sound side off NC 12 at the end of Island Creek
Drive in Avon, Dare County. The entire tract under development extends from NC 12 to
Pamlico Sound, and is bisected by Spencer Creek. For the purpose of this permit the area of
interest is confined to that portion of land located between Spencer Creek and the Pamlico
Sound, and consists of two parcels (referred to as Parcel A and Parcel B). The site is
accessed by a wooden bridge over Spencer Creek on Island Creek Drive. The total area of
the property in question is 6.8 acres (296,208 sq. ft.) and is bounded on three sides by
water. The northwest edge of the property abuts the Pamlico Sound, while the north eastern
portion of the tract abuts' Spencer Creek. The average elevation of the property is
approximately 3.8' above Base Flood Elevation (BFE) and is in Flood Zone A(8').
Eight existing single family dwellings are serviced by a low pressure system located on the
east side of Spencer Creek. Five dwellings are located adjacent the Pamlico Sound and the
adjacent shoreline has been stabilized with a wooden bulkhead. With the exception of a small
wooded shed, no other structures are on the site. All development activities on the property
have been confined to the area directly west of the bridge.
The property is primarily high ground with several isolated pockets of "404" wetlands. There
is an extensive coastal wetland fringe along the shoreline. There is evidence of shoreline
erosion adjacent the bridge along Spencer Creek and according to the applicant an average of
two feet per year has been lost. Developed high ground areas are dominated by domestic
grasses while vegetation in the undeveloped high ground areas includes, but is not limited to,
Broom Sedge (Andropoaon V.), Sea Ox-eye orrichia frutescens , Wax Myrtle rica
cerifera , Red Cedar (Juniperus vriinians , and Marsh Elder va frutescens . The high
ground graduates to coastal wetlands ranging from Salt Meadow Hay S artina Patens),
Black Needlerush (Juncus roemerianus) to Salt Marsh Cord Grass S artina altemiflora).
Project Description
Island Creek Partners request a modification to CAMA Major Permit #19-89. CAMA Major
#19-89 was originally issued to Avon Soundside Partnership on January 31, 1989, and
authorized the construction of the bridge over Spencer Creek. The permit was later modified
on January 18, 1991, to include: 1) construction of 14 residential units, a 538' bulkhead and
associated driveways on the eastern section of the property; 2) expansion of the existing
bridge; and, 3) construction of a commercial retail/office building and associated parking and
septic system. The size of the tract, on the east side of Spencer Creek, at the time of the
issuance of the permit was estimated to be 5.36 acres, with a density of 2.61 units per acre.
Island Creek Partners
Bio Report
Page 3
On January 25, 1993, the permit was transferred to Island Creek Partners and again modified
to include eight 25' groins to be located along the Pamlico Sound. On March 24, 1992, a
second CAMA Major Permit (#33-92) was issued to Island Creek Partners for the
construction of additional bulkheading along Spencer Creek adjacent to the bridge, excavation
of a channel and boat basin, mooring pilings, dock, and boat ramp.,,.
The applicants have acquired an additional 1.64 acres adjacent to the original site east of
Spencer Creek for a total of 6.80 acres. Under the current modification proposal the number
of single family dwellings will increase from 14 to 16 units, with a density decrease equaling
approximately 1/4 acre per single family dwelling. The density calculated does not reflect the
proposed construction of a,Fclubhouse and swimming pool on the property. The final aspect of
the proposed modification will be the construction of an additional 402.68 linear feet of
bulkhead along Pamlico Sound that will extend to the mouth of Spencer Creek.
The total area of land disturbing activity will be approximately 2.10 acres (91,485 square
feet), of which approximately 14,000 square feet will occur within CAMA's Area of
Environmental Concern (AEC). No filling is proposed in coastal or "404" wetlands and is no
backfill has been requested in conjunction with the proposed bulkhead. Two of the proposed
dwellings will be constructed on pilings over 1,170 square feet of "404" wetlands. According
to the applicant's agent no land disturbing activity will occur in wetlands. It will be virtually
impossible to construct a dwelling without land disturbance. A comparison of the approved
plat and the proposed modification indicates a loss of "404" wetlands has occurred.
According to the permit (including all modifications), no "404" wetlands may be filled.
Anticipated Impacts
The modification, as proposed, will result in a total of 1.69 acres (73,779 square feet) of
impervious lot coverage. Impervious lot coverage within the AEC will be approximately .406
acres (17,709 square feet). Approximately 1,170 square feet of "404" wetlands will be
shaded by dwellings and may eventually be lost if current plats accurately reflect previously
built over wetlands. The bulkhead, while proposed landward of the coastal wetland fringe
will result in some temporary degradation during construction. Development of previously
undisturbed areas will result in the degradation or loss of several species of naturally
occurring vegetation.
CAMA Review and Land Use Plan Consistency
No unique remnant species, geologic formations or archeological site are know to be
associated with this location.
Island Creek Partners
Bio Report
Page 4
According to the Land Use Plan, Dare County supports the installation and maintenance of
estuarine bulkheads (pg. 56). The County also supports the Corps of Engineers' Nationwide
permit program (pg. 60). It is the Corps policy to minimize or avoid unnecessary impacts to
"404" wetlands. Review of this project indicates that total avoidance of wetlands may be
possible. The Land Use Plan also states that occasional losses „of "isolated pockets" of
wetlands is acceptable when the level of alteration is minimal (pg. 60). The proposed
development appears to meet Dare County's desire to maintain a "coastal village atmosphere
by Land Use Planning techniques to guide the private sector market forces in the direction of
minimal commercialization with single family homes as a preferred type of development"
(pg. 80). s
r
Based on my review it appears that the proposed modification, to CAMA Major Permit #19-
89, is consistent with the Dare County Land Use Plan.
Submitted By: Lynn W. Mathis
Date: March 1, 1996
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Parcel A. J.R. & G.C. Hooper, O.E. Finch
Name Parcel B. Island Creek Partners
Parcel A. PO Box 39, C/O J. R. Hooper
Address Parcel B. 116 Sandy Ridge Rd.
Parcel A. Buxton NC
City Duck State NC
Parcel A. 27920
Zip 27949 Day Phone [phone]
,s
Fax NA
b. Authorized Agent:
Name Quible & Assoc. P.C. Attn. Joe Lassiter
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Island Creek
( 'CEiVED RF?,mvFD
MAR 7 1996 DEC 2 2 1995
REGULATORY BRANCH
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of 8 single family residences club
house poo - roads bulkhead construction
b. Is the proposed activity maintenance of an existing
project, new work, or both? expansion of an exist
project
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. (See attached narrative)
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
4. LAND AND WATER
CHARACTERISTICS
Parcel A = 1.64
a. Size of entire tract Parcel B = 5.16
Total = 6.80
b. Size of individual lot(s)
b. City, town, community or landmark
Avon
c. Street address or secondary road number
NC 12
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
c. Approximate elevation of tract above MHW or NWL
4.0'
d. Soil type(s) and texture(s) of tract
Duckston and Corolla Fine Sand
e. Vegetation on tract Myrica cerifera, Juniperus
virginicus Juncus roemariania Ilex vomitoria,
Spartina patens
Revised 03/95
RECEIVED
Form DCM-MP-1
f. Man-made features now on tract 8 single family
homes waste treatment system, bridge, paved
road, maintenance shed, bulkheads
g. What is the CAMA Land Use Plan land classification
of the site? (consult the local land use plan.)
Conservation Limited Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
S-1
L Is the proposed project consistent with the applicable
zoning? X Yes No:
(Attach zoning compliance ?`certificate, if
applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? NA
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
on-site low pressure pipe system
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.) None
o. Describe existing drinking water supply source.
Cape Hatteras Water Association
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
Revised 03/95
DEC 2 2 1995
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
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 Tim Midaett - Midaett Realty
Address PO Box 250. Hatteras NC 27943
Phone [phone]
Name
Address
Phone
W. H. Fulgham
722 W. Riverside Suffolk, VA 23434
Name Avon Soundside Partners
Address 116 Sandy Ridge Rd., Duck, NC 27949
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
r^
Form 3)CM-MP-1
Maior CAMA #19-89 Maior Mod. 10/24/90 Avon
Soundside Partnership
Maior CAMA # 33-92 Island Creek Partners
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
_ DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
- DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
• A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement of comipliamce 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.
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 ?91day of U, L? L 199-' .
Print Name ?` cvtt
Signature
Land ner or Authorize Agen
Please indicate attachments pertaining to your proposed
project.
PFUIVED
DEC 2 2 1995
Revised 03/95

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
shoreline
stabilization)
Average Final
Rxistin Project
Lengt width g Depth
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -0-
b. Type of material to be excavated NA
DC?r ?rcr
DEC 2 2 1995
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 NA
b. Dimensions of disposal area NA
c. Do you claim title to disposal area?
NA Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? NA Yes No
If yes, where? NA -
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
NA Yes No
f. Does the disposal include any area in the water?
NA Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 402.06
c. Average distance waterward of MEW or NWL
Revised 03/95

Form DCM-MP-2
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(source of information) on-site observation
f. Type of bulkhead or riprap material
Pressure treated lumber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead barkfiill 14 cu. vds.
h. Type of fill material Clean sand
i. Source of fill material approved upland source
4. OTHER FILL ACTIVITIES
Rli uding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water NA
(2) Dimensions of fill area 2.1 Acres
91,485 sQ.ft.
(3) Purpose of fill for roads, building
pads & waste treatment system
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area NA
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
DEC 2 2 1995
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe bulldozer
Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NA
b.
C.
Is Creek G J. Y
lican jest game
Signature
12_/ 1gl4s
Date
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construct on and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 8 single family
residences clubhouse pool, associated roads
b. Number of lots or parcels
c. Density (give the number of residential units and the
units per acre) 16 total units on 6.8 acres
(2.35 units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.91 485 sq.ft.
(2.1 acres)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control
'plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted Being prepared
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
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. 15.28%
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?
Yes X No
If yes, date submitted
L. Describe proposed method of sewage disposal.
Revised 03/95
r r- r'IVC0
DEC 2 2 1995
Permitted low pressure pipe system
j. Have the facilities described in Item i. above received
state or local approval? Yes
(Attach appropriate documentation)
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).
No discharges proposed
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Cape Hatteras Water Association
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
Islazid Creek ° h h 61-
lid Project Na-
Sly u= I'm e
Date
M DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Island Creek Partnership
2. LOCATION OF PROJECT SITE: Spencer Creek off NC 12 and Island Creek Drive,
Avon, Dare County.
Photo Index - 1989: 202-8: N 11 O&P 11, 12, 13 1984: 144-398: N 11 O&P 11, 12, 13
State Plane Coordinates - X: 3042500 Y: 607600
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 4, 1996
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received - February 10, 1996
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation and Limited Transition
(B) AEC(s) Involved: PT, ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Low Pressure Septic
Planned - Same
(F) Type of Structures: Existing - Dwellings
Planned - Club House, Swimming Pool, Dwellings, Bulkhead
(G) Estimated Annual Rate of Erosion: 2' per year
Source - Applicants Agent, Joe Lassiter
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands Shading: 1,170 sq.ft.
"404"
(B) Non-Vegetated Wetlands
(C) Other Grading: 91,485 sq.ft.
Upland
(D) Total Area Disturbed: 2.127 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant requests a major modification to CAMA Major Permit #19-
89 to increase the number of approved dwelling units from 14 to 16, construct a club house and
swimming pool, and 402.68 linear feet of additional bulkhead on property located between Spencer
Creek and Pamlico Sound in Avon, Dare County.
Island Creek Partners
Bio Report
Page 2
Site Description
The applicants property is located the along sound side off NC 12 at the end of Island Creek
Drive in Avon, Dare County. The entire tract under development extends from NC 12 to
Pamlico Sound, and is bisected by Spencer Creek. For the purpose of this permit the area of
interest is confined to that portion of land located between Spencer Creek and the Pamlico
Sound, and consists of two parcels (referred to as Parcel A and Parcel B). The site is
accessed by a wooden bridge over Spencer Creek on Island Creek Drive. The total area of
the property in question is 6.8 acres (296,208 sq. ft.) and is bounded on three sides by
water. The northwest edge of the property abuts the Pamlico Sound, while the north eastern
portion of the tract abuts Spencer Creek. The average elevation of the property is
approximately 3.8' above Base Flood Elevation (BFE) and is in Flood Zone A(8').
Eight existing single family dwellings are serviced by a low pressure system located on the
east side of Spencer Creek. Five dwellings are located adjacent the Pamlico Sound and the
adjacent shoreline has been stabilized with a wooden bulkhead. With the exception of a small
wooded shed, no other structures are on the site. All development activities on the property
have been confined to the area directly west of the bridge.
The property is primarily high ground with several isolated pockets of "404" wetlands. There
is an extensive coastal wetland fringe along the shoreline. There is evidence of shoreline
erosion adjacent the bridge along Spencer Creek and according to the applicant an average of
two feet per year has been lost. Developed high ground areas are dominated by domestic
grasses while vegetation in the undeveloped high ground areas includes, but is not limited to,
Broom Sedge (Andropogon ,sue.), Sea Ox-eye (Bornchia frutescens , Wax Myrtle Q4ynca
cerifera , Red Cedar (Juniperus vriinians , and Marsh Elder (Iva frutescens . The high
ground graduates to coastal wetlands ranging from Salt Meadow Hay S artina Patens),
Black Needlerush (Juncus roemerianus) to Salt Marsh Cord Grass S artina alterniflora).
Project Description
Island Creek Partners request a modification to CAMA Major Permit #19-89. CAMA Major
#19-89 was originally issued to Avon Soundside Partnership on January 31, 1989, and
authorized the construction of the bridge over Spencer Creek. The permit was later modified
on January 18, 1991, to include: 1) construction of 14 residential units, a 538' bulkhead and
associated driveways on the eastern section of the property; 2) expansion of the existing
bridge; and, 3) construction of a commercial retail/office building and associated parking and
septic system. The size of the tract, on the east side of Spencer Creek, at the time of the
issuance of the permit was estimated to be 5.36 acres, with a density of 2.61 units per acre.
Island Creek Partners
Bio Report
Page 3
On January 25, 1993, the permit was transferred to Island Creek Partners and again modified
to include eight 25' groins to be located along the Pamlico Sound. On March 24, 1992, a
second CAMA Major Permit (#33-92) was issued to Island Creek Partners for the
construction of additional bulkheading along Spencer Creek adjacent to the bridge, excavation
of a channel and boat basin, mooring pilings, dock, and boat ramp.
The applicants have acquired an additional 1.64 acres adjacent to the original site east of
Spencer Creek for a total of 6.80 acres. Under the current modification proposal the number
of single family dwellings will increase from 14 to 16 units, with a density decrease equaling
approximately 1/4 acre per single family dwelling. The density calculated does not reflect the
proposed construction of a clubhouse and swimming pool on the property. The final aspect of
the proposed modification will be the construction of an additional 402.68 linear feet of
bulkhead along Pamlico Sound that will extend to the mouth of Spencer Creek.
The total area of land disturbing activity will be approximately 2.10 acres (91,485 square
feet), of which approximately 14,000 square feet will occur within CAMA's Area of
Environmental Concern (AEC). No filling is proposed in coastal or "404" wetlands and is no
backfill has been requested in conjunction with the proposed bulkhead. Two of the proposed
dwellings will be constructed on pilings over 1,170 square feet of "404" wetlands. According
to the applicant's agent no land disturbing activity will occur in wetlands. It will be virtually
impossible to construct a dwelling without land disturbance. A comparison of the approved
plat and the proposed modification indicates a loss of "404" wetlands has occurred.
According to the permit (including all modifications), no "404" wetlands may be filled.
Anticipated Impacts
The modification, as proposed, will result in a total of 1.69 acres (73,779 square feet) of
impervious lot coverage. Impervious lot coverage within the AEC will be approximately .406
acres (17,709 square feet). Approximately 1,170 square feet of "404" wetlands will be
shaded by dwellings and may eventually be lost if current plats accurately reflect previously
built over wetlands. The bulkhead, while proposed landward of the coastal wetland fringe
will result in some temporary degradation during construction. Development of previously
undisturbed areas will result in the degradation or loss of several species of naturally
occurring vegetation.
CAMA Review and Land Use Plan Consistency
No unique remnant species, geologic formations or archeological site are know to be
associated with this location.
Island Creek Partners
Bio Report
Page 4
According to the Land Use Plan, Dare County supports the installation and maintenance of
estuarine bulkheads (pg. 56). The County also supports the Corps of Engineers' Nationwide
permit program (pg. 60). It is the Corps policy to minimize or avoid unnecessary impacts to
"404" wetlands. Review of this project indicates that total avoidance of wetlands may be
possible. The Land Use Plan also states that occasional losses of "isolated pockets" of
wetlands is acceptable when the level of alteration is minimal (pg. 60). The proposed
development appears to meet Dare County's desire to maintain a "coastal village atmosphere
by Land Use Planning techniques to guide the private sector market forces in the direction of
minimal commercialization with single family homes as a preferred type of development"
(pg. 80).
Based on my review it appears that the proposed modification, to CAMA Major Permit #19-
89, is consistent with the Dare County Land Use Plan.
Submitted By: Lynn W. Mathis
Date: March 1, 1996
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Parcel A. J.R. & G.C. Hooper, O.E. Finch
Name Parcel B. Island Creek Partners
Parcel A. PO Box 39, C/O J. R. Hooper
Address Parcel B. 116 Sandy Ridge Rd.
Parcel A. Buxton NC
City Duck State NC
Parcel A. 27920
Zip 27949 Day Phone [phone]
Fax NA
b. Authorized Agent:
Name Quible & Assoc. P.C., Attn. Joe Lassiter
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Island Creek
NOTE: Permit will be issued in name of
landowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Avon
c. Street address or secondary road number
NC 12
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Rr?n.IFD
DEC 2 2 1995
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of 8 single family residences club
house pool roads bulkhead construction
b. Is the proposed activity maintenance of an existing
project, new work, or both? expansion of an exist
project..
c. Will the project be for public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. (See attached narrative)
4. LAND AND WATER
CHARACTERISTICS
Parcel A = 1.64
a. Size of entire tract Parcel B = 5.16
Total = 6.80
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or NWL
4.0'
d. Soil type(s) and texture(s) of tract
Duckston and Corolla Fine Sand
e. Vegetation on tract Myrica cerifera, Juniperus
virginicus Juncus roemarianiG Ilex vomitoria,
Spartina patens
Revised 03/95
RECEIVED
Form DCM-MP-1
f. Man-made features now on tract 8 single family
homes waste treatment system, bridge, paved
road, maintenance shed, bulkheads
g. What is the CAMA Land Use Plan land classification
of the site? (consult the local land use plan.)
Conservation Limited Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
S-1
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if
applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? NA
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
m Describe existing wastewater treatment facilities.
on-site low pressure nine svstem
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.) None
o. Describe existing drinking water supply source.
Cape Hatteras Water Association
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
DEC 2 2 1995
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
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
mad. 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 Tim Midgett - Midgett Realty
Address PO Box 250. Hatteras NC 27943
Phone [phone]
Name W. H. Fulgham
Address 722 W. Riverside Suffolk, VA 23434
Phone
Name Avon Soundside Partners
Address 116 Sandy Ridge Rd. Duck, NC 27949
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Revised 03/95
Form DCM-MP-1
Maior CAMA #19-89 Maior Mod. 10/24/90 Avon
Soundside Partnership
Maior CAMA # 33-92 Island Creek Partners
• 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 bazard 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.
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 day of D t L , 1993,
.
?V K
Print Name
Sign
ature
DA "Authoriz..JjA
Land ner gen
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP4 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.
RECEIVED
DEC 2 2 1995
Revised 03/95
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.
Average Final
Bxistin Project
Lengt Width g Depth
n
Access
channel
(MLW) or (NWL)
Canal
^Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -0-
b. Type of material to be excavated NA
nrnr'I /C. n
DEC 2 2 1995
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 NA
b. Dimensions of disposal area NA
c. Do you claim title to disposal area?
NA Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? NA Yes No
If yes, where? NA
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
NA Yes No
f. Does the disposal include any area in the water?
NA Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 402.06
c. Average distance waterward of MHW or NWL
Ay
Revised 03/95

Form DCM-MP-2
d. Maximum distance waterward of MHW or NWL
2'
e. Shoreline erosion during preceding 12 months
2' b.
(source of information) on-site observation
f. Type of bulkhead or riprap material
Pressure treated lumber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 14 cu. yds.
h. Type of fill material Clean sand
i. Source of fill material approved upland source
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water NA
(2) Dimensions of fill area 2.1 Acres
91,485 sq.ft.
(3) Purpose of fill for roads, building
pads & waste treatment system
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area NA
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
DEC 2 2 1995
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe bulldozer
Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NA
C.
0-
is Creek G A V
lican jest game
Signa a (13Q? C//0../lu
lLllalas -
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 8 single family
residences clubhouse pool, associated roads
b. Number of lots or parcels 2
c. Density (give the number of residential units and the
units per acre) 16 total units on 6.8 acres
(2.35 units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.91485 sq.ft.
-(2.1 acres)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted Being prepared
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
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. 15.28%
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?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
r "r r-111?D
DEC 2 2 1995
Permitted low pressure pipe system
j. Have the facilities described in Item i. above received
state or local approval? Yes
(Attach appropriate documentation)
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).
No discharges proposed
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Cape Hatteras Water Association
in. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
Island Creek 0?h
Project Name
ona-r
Sig1 ?1r5 /ors
Date
Revised 03/95
' END OF PROPOSED APPROX. LIMITS OF GRADING
PAMUCO SITE , SOUND _ ~ ~ _
AVON r _ - ' LY ER RM C.
_ . - , FO 1N OR 1`l, OW Epl.
ocE,w _ - I ~ 1 Z ~ \ i ~ / \ ~ N R E~
L IDG M
~ _ _ z ~ ~ ~ A BLDG r5 ~ \ ; _ . _ I
i ; t ~ ~ ~ 6 ~ _
N.C. #12 x APPROX; LIMITS, OF GRAD NG _ - ` ~ s. \ 1 _ m P 1 \ / I z
_V ' ,.L_' _ BLDG 16 ~
1 ~ ~ ~ PROPOSED WOOD BULKHEAD \ _ a
N (462:68 L~Fj~ ~ ~ I ao, i ~ \ _ ~ - _
~ ~ , r ~ LOCATION MAP ,~a B~--to~E~~LO~~ r~r+~v _ , , ~ _ ~ BLDG 14 ~ ~ ~ ~
N.T.s. E-S-TA~H€Q- IN- FEQ.,- .195: ~ \ / l ~ 'L fir' l ~ ~ , W / ~ ~ U
` ) J
, ~ ~ ~
NOUS , - : - ~ r--~ ~ ,
1 40 -AEC (T'YP) - ~ _ _ , _ . _ , _ . ~ _ ER1. RS RM 1NE o Z
~ BLDG 13 _ r.._ _ FO AR J o OW 5~~ 30 ~ ~ ~ ~wo3~~
1\ PRCE~ ~ C,p 5~9. ~ aU>NZUa~
M ~ O , - . _ - , _ _ . ~ \ .B• 535. ~ , PA L ~ ~ I ~ p,g SON o.e. „ o=ZOOZ~~,
< aWO~~womo Q I ~j W_!- OKH JO
_ , PROPQS~D_HDUSF~' P) ~ ~ ppRE~ ~ ' / 0~ WQZJ<
~ `v 4,8. 0,~• - - - - - s Z
PRO~OSE~ WO6D BULKHEAD ~ ~ ~ ~ 5' r~ aLDG 12 ~ P ' T~" Tip-fiO-.E1Vp-pf , / T~ qFC a'W / > - - i < ~°~oa°'go
~ 'rp ~ / Ng92 ' E~EtSTIfVO W90D- ~1LK+~A~ ~ ~ ~ ~ J : / o ~ ~aQOaa~°-~~ / ~ m oW~'~o rte- .
3.3~ - - a °m~~rm~u~ r- - slcN `-"a~~3'o5
SUPPORTCD STRUC1t1RE _ . _ /0404 M~ETIAND§ W ; _
/ ^~F` A0. EXIST. W000 SHED A9PHg AVNIG TIP w TO BE RELOCATED -
- y ' F BLDG 11 _ / ~ _ ti ~ ~ I
I ~
EXISTINO- OPE (~p~- , _ s,~ a v ~ Weoa~-eEC+~-- . ~ o• ~ . 9 ~ ' lox ` Z OPOSED ASPH. Z 1 f PAWNG ~ ~ APPROX. DRAINFIELD ° °
S ~0` BLDG 10 ~ / ~ , ~ ~ \ ~m2 i z z I & REPAIR AREA LOCATIONS a
" ` ~ P ~ I _ 1 ~ ~ o _ ~ ~ w ~
~'~y~ _ BLDG 9 A ;,j~~ J/~/r!;;i.? EXISTING PANNG 10 N EXSTfNG KOU~~S l' ' P) `4 ~ 0. BE REA104E0 EXISTING m G~ I O ~ ~ 0
_ . ~ (1J / ;~,~;i , /i.' I RETAINING W GRID ~ ;i~ (Ip z ~ E%ISTING L9 O a w
h a r~fr ~ n ABANDONED II JI / v G J, r • , . ~ WELL HOUSE _ - ~ RETAINING WALL ~8 ~ S ® ~ i W
_ - _ ~Q X46 k . / :a ,f 404 WETLAND LINE f U a p ~ I Q ~ < w Vl
. ~ ~~~i~ i~,.,/;~;~, NDS r ~ ~ ° w ~ o ~ ~
® ~ AEC (TYP , , , k ~ IcnLl a~ w ~ °z ~ < o
o ® 3 ~ ° o ~ ~ ~ w
- ~ X 3. 1 ~ Y~ 3 / N ~ F m ~ ~ o ~ ~ a ~
N I .......J OSED ASPH PR20' ACCESS ~ I ~ 0 ~ F O m ~ m J._._ - > N O Q ~ ~ ~ ~
~ \ PANNG (TIP} µ T TO i - ~ _ '~I ® ADJAC44T PROPER ~ ~ ~ ~ a ~
-~P~N~ER CREE-~ ~ / PROPOSED SSA~CpL~ _ __r ' ` B9 / r ` o u w ~ 5
_ _ , I - , ® \ POOL c ~0 rt q2 J V A vai ° a ? rr N~
EXISTING_PAV M.ENT TYP ~ ~ ` _ _ Ir >i I \ ~ EXIST NG HOUS 1 ~
- ~ ___i _J ) ' 0 4.a' w ' J E G M ~ 1 `tR
A I •1t . ~ 404 WETLANDS LINE ~Ye ~ .-~14 ' ,`1~ RM ~p FO ~ n ~ m 114` NAM m ~ ° a m W
_ ~ a N - r ® f x123 ~q-'~5~ ~ ~ ~ 7 J ~ ~ ~ + W GN I I I I NO F'JL N N o ~
_ _ ~ r 6 41.36 W'M~ I 1 I I N ~ N N Q
- l28 ^ G ~ 1 gAft _ ~ ~ ~ / ~ ~o . ,19 ~ Ex R1cA~1 AEC. AREA (l t.,~~!.~~E) J
ter, ~ , ~ r.4. ; _ _ . N _ ~o ~ ~ ~ ` ~ A[ ~`-~rtEA _(I U4-,.81.41 S~F 1 ,81.41"~Fj
' ~ ~ Na9''3i ' ~ TOTAL AEC AREA = 115,891 r- - . m ~ ~w = 115,891 SF (0.427 AC) a
o ~ ~ - L1I I N ~ _ Q ~N
® g n ~ ~U9J i Z U Z
_ _ - , _ BIOG. , J , ,y~•w get' APPROX. LIMITS OF GRADING h N8y24 52
® (lYP) O a 0 4
\ d _ Q ~
~ TOTAL SITE COVERAGE ® U Y Z o
O =
- - ~ - ~ TYPE OF COVERAGE E) ~ \ n°~ EXISTING PROPOSED TOTAL / ~ Mw
uNE DIRECTION DISTANCE _ _ . _ L7 N29'42 43 E 86.81 Q ~ Q
- 5 L8 N4924os W e.5, BUILDINGS 7411.E 7411.87 5F 11,119.5 5F 18.531.37 5F Z °
_ - 70? L9 N70'D915 W 23.32 L10 N60'02 5 W 32.26 r' Q d
L11 N49'3233E 37.51 ASPHALT/GONG. PAVING X31.97( L12 N552515 19.07 X31.976.49 5F 20.141.17 5F 52.117.66 5F - I ~ ~
L13 N82'5852 E 12.75 Z • - ~ °
L15 N4y9'3008 ~e:s~ SWIMMING POOL U6 N14'4600 E 14.01' 3130.49 5F 3130.49 5F Q I- W ~ W
L17 S712418 10.90 Z U
19 5474'1322 E ,9si TOTAL IMPERVIOUS COVERAGE 38.7`. 38.750.47 5F 34.391.16 SF 73.779.52 5F p
L20 N1334 54 E 26.56' L21 N06'1611 E 14.21 ~ ~W 01.69 AGRES) Q U a
L22 N38'42 28 E 35.71 L23 56932 JS 15.68 J M a VJ U I,1J W o
L24 STO'OS 53 18.68 NOTES: ~ Z Q U g
is SN0~4'2932 w i9ao TOTAL SITE AGREAGE 6. 6.80 AG. CAPPROX. 296,098 5F) U ~ Q 1. PRESENT OWNER/DEVELOPER: PARCEL A (OB 535, PG 483) Q ~
L27 S29'30 53 W 8.34 L26 Ns75855W '3.64 IMPERVIOUS COVERAGE 1.( 1.69 AG 073.779.52 5F) J.R. HOOPER, O.E. FINCH do G.C. FINCH w 9 ~ ` ~ , ~ z .,r,.~::,,,~;,~J:a ~MFICE
l29 S20U3 34 18.52 L30 5492552 6.75 P.O. BOX 39 (C/0 J.R. HOOPER) I z
4'x8"x10' WHALER FILL ~ L31 N45T16os 11.63 7 COVERAGE Z~ FINAL Liz N46.4442 E 1o.zs CEXISTING WOOD DECKS C3118.75 5F) ARE NOT INGII 24.857. euxTON, Nc 27920 ~ W a
~ L33 N8028 52 22.33 L34 S29'430 E 20.65 ARE NOT INCLUDED IN IMPERVIOUS SURFACE CALCULATIONS) 919-995-5900 ~ ~ ; ~ ~ 1996 Q U - N
r-sourlo uco Las so6.3z19 z3.os # DOES NOT INCLUDE 5203.72 SF Of PAVEMENT TO 'AVEMENT TO BE REMOVED) = o PARCEL B (DB 758, PG 0005) ~ Q (n
APPROXIMATE EXISTING L36 S0859 29 E 22.94 L37 N18'S402 E 24.49 APPROXIMATE AREA OF LAND DISTURBANCE = 85.094 ~E = 85.094 5F 01.95 AGRES). ISLAND CREEK PARTNERS O ~ ,
GRADE L38 N42'4 54 E 42.9 \ L39 N19'35 29 E 30.09 N0. 9 SANDY RIDGE ROAD DUCK, NC 27949 ~
\ L40 N26'S0 52 34.10 _ l41 N13'5015 E 26.58 919-261-8710 (Q ~ F
f--FILTER CLOTH l42 N52'1115 E 14.38 L43 S55'09 54 E 28.67 N 2. RECORDED REFERENCES: DB 758, PG 3 AND D8 535, PG 483. Q ~ ~ F
,Q~ 3/4'X18' TIE RODS L44 5292630W 24.52 D~ 10' ON CENTER W/ L45 N412 43 w 9.92 DB 535, PG 483 ~J z W
TURN BUCKLES L46 5797014 w 23.04 GALVINIZED A TD C1 N~'362z 666.4, SITE COVERAGE DATA WIT~tIN 2 DB 758, PG 0005 W z
~ ° N5 STONE A 10 F1 N69151 569.35 JVIT~tIN 2.~6 ACRE AEG Y 3. SITE ZONING: S-1 (SPECIAL DISTRICT) Q ~ z
Z 5/8" BOLT W/ WASHER A TO 6D N89'4540 E 18J.85 R A 10 G1 N57T>959 E 310.11 E/ 4. AREA: LOT - 296,098 SF (APPROX. Z W
~ ° 2 1/2' DRAIN HOLES LVINIZEDTYPICAL Z o 20 FT. ON CENTE TYPE OF COVERAGE ~ W EXISTING PROPOSED TOTAL To MEAN HIGH wATER Z_
U a Yx10' 6.80 ACRES) Y w PARCEL A = 1.64 ACRES z
~ m SHEATHING w LAPPED BUILDINGS 459'
Z a x 6'X6" _ 758.88 SF 9349.96 5F PARCEL B = 5.16 ACRES o W 4591.08 5F 4 TOTAL = s.ao ACRES Z
n ASPHALT/GONG. PAVING 464 4645.72 5F 3713.99 5F 8359.71 7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS NOTED OTHERWISE. COMMISSION N0. 8. NFIP ZONE AE8 FIRM COMM. PANEL 375348 0810 D, REV. APR. 2, 1993) P95002
° TOTAL IMPERVIOUS COVERAGE 923 9236.80 5F 8472.87 5F 17.709.67 5F (SUBJECT TO RE SION BY F.E.M.A.)
DESIGNED BY 00.406 AGRES) 9. MEAN HIGH WATER INFORMATION TAKEN FROM SURVEY
j; PREPARED BY QUIBLE & ASSOC., P.C. SURVEY DTD. FEB. 28, 1995.
z, 10. 404 WETLANDS LINE TAKEN FROM PLANS PREPARED BY: DRAWN BY
TOTAL AGREAGE WITHIN AEG 2. 2.66 AG. 0115,891 SF) CAD A.) (PARCEL A); BILL ROBBINS do ASSOC. (JOB #49-90)
IMPERVIOUS GOV AGE WITHIN AEG 0 E~ AEG 0.406 AG 017,709.67 5F) 404 WETLAND VERIFIED BY U.S. CORPS OF ENGINEERS ON DEC. 29, 1992 CHECKED BY
s, THIS CROSS SECTION IS TO BE USED FOR 7 COVERAGE 1., B.) (PARCEL B) QUIBLE & ASSOC. (JOB ~f'86099) JSL 15.287.
PLANNING PURPOSES ONLY. CEXISTING WOOD DEGM15 C2302 SF) ARE NOT INGLUDI T IN E IN IMPERVIOUS SURFACE CALCULATIONS) 404 WETLAND VERIFIED BY U.S. CORPS OF ENGINEERS ON APR. 20, 1993 ISSUE DATE E NO GLUD D
PROPOSED BULKttEAD 10 BE 402.68'. CONSTRUCTED P ETAIL, THIS DRAWING. 8-20-95 ONSTRLIGTED AS ER D
' SHEET N0.
151° i~!1._:,
N.T.S.
z a GRAPHIC SCALE FEB
50 50 0 50 100 9 1996
-1
U%
C: I ( IN FEET
3 1 inch = 50 ft.
(T DRAWING FILE: 95002CAU.DWG OF 1 SHEETS
PLOT SCALE: 1"= 50'
a

END OF PROPOSED Wp9D ~>:1LK~AD - -APPROX. LIMITS OF GRADING
PAMLICO a - . - - - SITE , _ ~TYP ,
SOUND , ;
AVON - - - _ - _ I- _ - - .
\ ~ ..J ~
ATLANTIC OCEAN I _ _ ~ _ / RAY ME FOR
~ / ` R 1N W 0 ~1Y, NO REP
s._ I , ~ E~
_ _ ! _ ~ BLDG t5 ~ ~ IDS M
N_C. #12 >K APPROX. LIMITS OF GRADING ~ ~ ~ \ ' , , ~
m _ ~ BLDG 16
~ \ S i__., l I
- - - - - - ~ \ WERAN 1 ~ICIc PROPOSED W06D BULKHEAD I \ \ _ _ , - - - / o
I 1 ~ 4 LOCATION MAP o~ ~ _ _ .
\ ' B~-_~o~~Eo--~tor~' ter , ~ ~ ~ ~ . - N.T.S. a
,E~A~L-IFH,€9-'IN--FE a9~5, ~ eLDC 1a ~ a.T \ , ~ ~ ~ I ~ ~ ,~o ~g.
_ / ~
- I _ CLUB / W ~ U
HODS , _ - ~ i 1 ~
r ~ / _ , _ . , : _ _ _ , ; AEC' TYP ~ ~ 1 4p,
_ ~ BLDG 13 V ; 1 _ ERA RS ORM ~1E ; m-.~, R F AR ~ z
/ _ _ _ : _ 1\ E~- / 0 EP °Jo~= OW SAD 3o coN rE ~ I -
_.J I / ~ ~ ~P ~g5, ~ p.B• N ''11NO o. ~ awNa ~w `JOv 9, P ci ~ awo3a~ .
3 ~ - - ' ~ v0 p.8. 51 Z wU cwnz .am A - _ oZQO°?°N
PROP ~ \ P ' .39 ~ " ' w a a~ wz a awo~~~``mo
PROS - , a, - p.e• OSE~ WOOD BULKHEAD / 1S. ~ , pp 5 - ; _ ~ ~ ~ ~ w~woaFo~~ / ' ~o ~<~NagzJa
P , 'fid~ TtE-fiDr E1VD'-0F - ~ qF ~ eLDC iz / = a ~Nw~ovigzu
EXtSTIfdO WOOD-~ULKHEA~--~ ~ ,r. _ p N99 ! / ' o a ~a~~~aoow &Q wOwoa
~ _ ~ ~ ~ ° S o a ~Z z
/ PI stwPORTFD STRU _ _ , _ . _ - ~ 0 404 WETLANDS ~ W _ w i = Q,~=U2~~"
I / 'S AO. EXIST. WOOD SHED PQpPOSED ASPFF~ r ' O m~~FmN~ SICN ~j~~3jz3 ~ =a ~ 005
TD BE RELOCATED A1M4G w _ _ _ . , ~ / BLDG 11 ~ - r- a ~
EXISTING~OPftV Vd80a-DfC~f- ~ \ _ 1~ v ~
s ~ _ _ _ J _ - 4 ss ~a AO• - - ~ f ~ 1
J~ ~DF / BLDG 10 I ~ - ~PROPO~ ASPH. ~ O x ~ PAVING 1 ~ ~ II z
j7 r - ' / B DG 9 I , a ~ ~ I~,y I APPROX. DRAINFIELD ~ s o a Igo ' & REPAIR AREA LOCATIONS ~ Q c~
EXISTffVG` HOUSES ' -P L ":r•i~ A~ ~~~~,,/i, EXISTING PAVING TO m, _ ; , spry ~4J . . BE REMOVED {XISiING ^ N E I I _ I I i. %.Ill„f; l~` RETAININ _~.I ~ G a LL
h ? I G W~ w O L'O , ~ ~
h ai Ia : f ABANDONED / ~ - O ~ EXISTING L9 O o ~ RETAINING WALL ~8 a ~
P9 0~' LA 6.'rj`i ~ ~,~a WELL HOUSE L \ a b., ~ '11' \ 404 WETLAN N ~ ® ~ ~ ~ DUE ~ ~ Z S
r. , ~ , 0 .~1 Y _ - ~ ~,'V / w 1 0 Q p ~
I a4'_ ® )o - , _ , SEC - _ P~' 3 , r ( F NOS ti a ~ ~ Z Z
Ica~l ~ o ~ ° p ~ , o u w a o
'I 3 0 ~ a z V1
_ _ . ~ _ _ 'h OPOSED ASPH 'f I a a o W
~ PR20 ACCESS ~ p~' \ PAVING (TYP I _ _ ~ - - - - - - - ' ; 0~ / EASEMENT TO _ t~ z a ~ o ~ F O rj U ~
~ \ ® ADJACENT PROPER _ E~ a i > ~ o a ~ a ~
~ I 1 _~P€N~ER GPE_ - \ / f ROPOSED sT~E s` EXISTING..PAVEMENT_ ~TYP ~ ~ , 9189, l ~ w F ~ ~ w
\ ~ ~ ~ ~ _ I EXISTING HOUS - i - ~.~qn7" / / ~ o o w N ,n N V a w ,r ~ ~ a z ~
~ 'fie 4,0' I r 19941' EG.M r 404 WETLANDS LINE X0 / I ,4'i7W E G.M Z RAY
~ / L2J~ S1 ~ I n i yw- W N L24 L2 N / n ME FOR OR PM
J ~ ~ n .a ~ ~ OW 11111I.ON ~ ~ ~ N F v a ~ m W
BEDG I ~ 8 ~ ~ t ADO I ` AR W.M• n ? N n ~ F- N Q q p N ~ N 0
. ? ( , . ~ hry ( / 1719 v EX' ~Al~ AEC AREA 11,509.59 $F ~ 1 i t
o~ / , - ',B~ ~ , _ _ ~ AREA (104,381.41 S`P) , r9` N n a n
_ - -rw. - 1 ~ . - ~w ~ ~ TOTAL AEC AREA = 115,891 SF C - Z - , ~ _ 15,891 SF (0.427 AC) -
® rlT7 J 598-4 ~ • 0 8 ~L191 • ' ~
BL 6~ J (~B~ a • ~ ~ r
h Ngg~4'S4"W 518?~ APPROX. LIMITS OF GRADING Q rn ~N
~ (TYP) Z U J Z
_ ® v J - _ i O .3
- - - TOTAL SITE COVERAGE ~ a
Q
- = ~ TYPE OF COVERAGE EXI5T1~ Y !Iz EXISTING PROPOSED TOTAL ~ °
_ LINE DIRECTION DISTANCE " U N29'42 43 E 86.81 O 2
- - 70?9 LB N49'2408 W 8.51 > (n w Q ~ Q
L9 N70'0915W z3.3z BUILDINGS 7411. 7 L10 Nfi0'0257 W 32.26 ~ 7411.87 5F 11.119.5 5F 18.531.37 5F O
L11 N49'32 33 E 37.51 Liz N552515"E 1s.oT A5PIIALT/GONG. PAVING ~31,g76.4q Z °
l13 N82'S8 52 E 12.75 L14 N39'41 16 E 16.18 31,976.49 SF 20,141.17 SF 52117. ~ Q 66 5F
L15 N42'300 E 18.56 SWIMMING POOL Lib N14'46 00 E 14.01 ~ ~
L17 S71'2418 E 10.90' 3130.46 5F 3130.49 5F ~ Z Q I-
L18 S4fi'4255 E g.gg L19 574'13'22 E ,,.5r TOTAL IMPERVIOUS COVERAGE Q - J ~ U W F
L20 N13'5454 E 26.56' 30.750.4 / L21 N06'1811 E 14.21 38,750.47 SF 34.391.16 5F 73.776.52 5F ~ ~ l'' O Q
L22 N38'422 E 35,71 L23 569'52 35 E 15.68 01.69 AGRES) O w U
L24 570'05 53 E 18.68 L25 N89'19 08 E 12.91 Q a J V, N
Les so4'2 32 W 1s.OD' TOTAL SITE ACREAGE ~-80 p NOTES: w w ° Q~~ z
L27 529'30 53 W 8.34' L28 N6T58 55 W 13.64 6.80 AG. CAPPROX. 296.098 5~) g i. PRESENT OWNER/DEVELOPER: PARCEL A D8 535, PG 483 U ~ Q
Les szoro334 E lesz IMPERVIOUS COVERAGE 1.6q A( 4"x8"x10' WHALER L30 549'25'52 E 1.69 AG 073,776.52 5F) ( ) p J.R. HOOPER, QE. FINCH & G.C. FINCH Q ~
FINAL FILL ~ ~ I 6.75' L31 N45'0605 E 11,83' 7 COVERAGE 24.857, L32 N46'4442 E 10.26 ) I Z 24.857 P.o. BoX 3s (c/o J.R. HooPER ~ ~ w
TO PAMLICO L33 N60'2652E 22.33 CEXISTING WOOD DECKS C3118.75 Sf~ ARE NOT INCLUDED IN ~ L34 529'43'0 E 20.65 z BUXTON, NC 27920 O W g ~T INCLUDED IN IMPERVIOUS SURFAGE GALGULATIONS) 919-995-5900 a
SOUND L35 SO6'3219 E 23,06' ~ ~ ~ ~ *
APPROXIMATE EXISTING _ L36 SOB'5929 E 22.94 DOES NOT INCLUDE 5203.72 SF OF PAVEMENT TO BE RED L37 N1B's4az E za.4s APPROXIMATE AREA Of LAND DISTURBANCE = 8 ~ GRADE l38 N42'4754 E 42.97 5 094 Sf C1. NT TO BE REMOVED) Q U - PARCEL B (DB 758, PG 0005) ~ Q ~ o
\ L39 N19'3529 E 30.09 5.094 SF 01.95 AGRES). ISLAN ~ D CREEK PARTNERS Z >
L40 N26'50 52 E 34,10 N0. 9 SANDY RIDGE ROAD O a
f---FILTER CLOTH L41 N13'S015 E 26.58' l42 N52'Ii 15 E 14.38' DUCK, NC 27949 ~ . O 919-261-8710 ~ ~ N
3/4"X18' TIE RODS L43 555'0954 E 28.87 10' ON CENTER W/ L44 S29'26 30 W 24.52 2 RECORDED REFERENCES: DB 758, PG 3 AND DB 535, PG 483. ~
TURN BUCKLES L45 N41'Z743 w g,g2' ~ ~ GALVINIZED l46 579'1014 W 23.04' Q ~ J ~ ~ DB 535, PG 483 L!J z
~ p ~'S STONE A TO C1 N89'3622 E 866.41 z 5/8" BOLT W/ WASHER A' TO Ft N89'1517 E 589.35 51 T E G O V E R A G E DATA W I T ~t I N
- 0 2.~~ ~ 2 1/2" DRAIN HOLES GALVINiZEDTYPICAI A 0 Gt N89'45'40 E 183.85' N 2.~~ A G P E AEG DB 758, PG 0005 W z 3. SITE ZONING: S-1 (SPECIAL DISTRICT) Y ~
z o 20 Ff. ON CENTER N57'09'59'E 370.11 TYPE Of COVERAGE Q ~ z
EXISTIN ~ a 2" x 10" w ~ SHEATHING EXISTING PROPOSED TOTAL 4 AREA: LOT - 296,098 SF (APPROX. Z w TO MEAN HIGH WATER Z
z UPPED W 10 6.80 ACRES) - ~
a ~ ~XC BUILDINGS 4581.08 r PARCEL A = 1.64 ACRES Y w w 4591.08 5F 4758.88 5F 9349.96 5F PARCEL B = 5.1s ACRES
u TOTAL = 6.80 ACRES w
Z A5Pf1ALT/GONG. PAVING 4645.7 J 2 4645.72 5F 3713.99 SF 8359J1 7. ALL DISTANCES sHOwN ARE HORIZONTAL GROUND DISTANCEs
UNLESS NOTED OTHERWISE. COMMISSION N0.
TOTAL IMPERVIOUS COVERAGE q23 - rn 6 80 9236.80 SF 8472.87 5F 17.709.67 5F 8. NFIP ZONE AE8 (FIRM COMM. PANEL 375348 0810 D, REV. APR 2, 1993) P95002 (SUBJECT TO REVISION BY F.E.M.A.)
00.406 AGRES) g. DESIGNED BY MEAN HIGH WATER INFORMATION TAKEN FROM SURVEY
PREPARED BY QUIBLE & ASSOC., P.C. SURVEY DTD. FEB. 28, 1995.
TOTAL A GREAGE WITh11N AEG 2.66 AI rn 2.66 AG. 0115.891 5F) 10. 404 WETLANDS LINE TAKEN FROM PLANS PREPARED BY: DRAWN BY
IMPERVIOUS COVERAGE WITHIN AEG 0.406 A.) (PARCEL A); BILL ROBBINS & ASSOC. (JOB #49-90) CAD 0.406 AG 017,709.67 5F)
THIS CROSS SECTION IS TO BE USED FOR 404 WETLAND VERIFIED BY U.S. CORPS OF ENGINEERS ON DEC. 29, 1992 CHECKED BY
r PLANNING PURPOSES oNLY. 7 COVERAGE 15.287 15.287 B.) (PARCEL B) QUIBLE & ASSOC. JOB P86099 ( # ) JSL
CEXISTING WOOD DECKS C2302 SF) ARE NOT INCLUDED IN IM NGLUDED IN IMPERVIOUS SURFAGE CALCULATIONS) 404 WETLAND VERIFIED BY U.S. CORPS OF ENGINEERS ON APR. 20, 1993 ISSUE DATE
C PROPOSED BULKIt O EAD C TO BE 402.68. GO T O NS RUGTED AS PEf JGTED AS PER DETAIL, TI115 DRAWING. 8-20-95
N.T.S. i
cu>r ~m >\rn
(ll O U111:IL 1 11 V.
O L(l GRAPHIC SCALE ,
U 50 (I7 50 0 50 100
l7 Z
3 a
r= DRAWING FILE: 95002CAM.DWG IN FEET~ 1 inch = 50 it
PLOT SCALE: t 50'
OF 1 SHEETS