20052066 Ver 6_CAMA Application_20080707

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
July 1, 2008
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
awr-KRUW191
JUL 7 2008
DENR. WATER WALI?Y
WETLANDS AND STORMWATER BRANCH
CAMA/DREDGE & FILL Permit Application Review
COROLLA BAY, LLC
Cruz Bay Drive, Corolla, Currituck County
Mixed residential/commercial subdivision, bulkheads, piers, gazebos, walkways
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07/22/08 to 400 Commerce Avenue, Morehead City, NC 2$557. If you have any
questions regarding the proposed project, please contact John Cece at [phone], ext. 234.
When appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
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.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Corolla Bay LLC
2. LOCATION OF PROJECT SITE:
The subject properties are located on the eastern shore of the Currituck Sound, approximately
1.5 miles south of the Currituck Lighthouse on the west side of NC Highway 12 in Corolla,
Currituck County. The parcels are located on the recently installed Cruz Bay Drive, which
connects to the west end of the new Devil's Bay Drive.
Photo Index:
2006: 201-7488 (K17, L12-20, M12-20, N19-21)
2000: 201-2195 (K12-18, L12-20, M12-20, N12-16 and 19-20)
1998: 45-1145 (E9-11, F7-13, G7-17, H7-18, 17-18)
1995: 201-2108 (K17-19, L16-21, M16-24, N16-24)
1989: 139-29 (D3-5, E3-6, F5-12, G6-12, H8-12, 19-11)
1984: Not available
State Plane Coordinates - X: 2934000 Y: 961600
Rover File: C081815A (2005) USGS Map: Mossey Islands (UL)
3. INVESTIGATION TYPE: CAMA and Dredge and Fill
4. INVESTIGATIVE PROCEDURE:
Dates of Site Visit - August 18, 2005 / January 19, 2006 / June 9, 2006 / June 10, 2008
Was Applicant Present - Yes / No / No / No
5. PROCESSING PROCEDURE: Application Received Complete - June 25, 2008
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County Land Use Plan, 2006
Land Classification From LUP - Full Service Area, with CAMA Areas of Environmental
Concern classified as Conservation Areas
(B) AEC(s) Involved: Estuarine Water, Public Trust Area, Coastal Wetlands, and Estuarine
Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Engineered Wastewater Treatment Plant
(F) Type of Structures: Existing - None
Planned - Bulkhead, elevated walkways, two piers with covered
platforms
(G) Estimated Annual Rate of Erosion: 1 foot
(H) Source - Applicant
Field Investigation Report
Corolla Bay, Corolla, Currituck County
Page 2
7. HABITAT DESCRIPTION: [Area in square feet (SF)]

I F=D I DISTURBED SHADED
(A) Estuarine Water/ 1,536 SF None 1,844 SF
Public Trust Area (bulkhead) (piers)
(B) Estuarine Shoreline None 6,144 SF 414 SF
(bulkhead) (piers)
50,106 SF
(residences)
(C) Estuarine Shoreline/ 1,121 SF None None
COE 404 Wetlands (residences)
(D) Estuarine Shoreline / None None 660 SF
Coastal Wetlands (piers)
(E) Uplands / COE 404 126,508 SF 4,791 SF None
Wetlands (See Background (See Back rg o, and
section below) section below)
(F) Uplands None - 1,880,000 SF None
(G) Total Area Disturbed: - 2,000,000 SF (- 46 acres), but only 65,051 SF (1.5 acres) within
Division of Coastal Management AECs
(H) Primary Nursery Area: No
(1) Water Classification: SC - Fish Propagation
Shellfish Open: No
8. PROJECT SUMMARY:
The applicant proposes to construct a mixed residential / commercial subdivision on 23 acres
located east of NC 12 and 72 residential lots on 34 acres located west of NC Highway 12 along
Cruz Bay Drive. The water dependent structures that will be constructed along Cruz Bay Drive
include:
Approximately 768 feet of vinyl bulkhead,
A 69-foot long community walkway connecting to a pier 82 feet long and 6 feet wide
that terminates in a 400 SF covered gazebo, and
A 560-foot long community walkway that crosses over an existing pond and wetlands
before connecting to a pier 92 feet long and 6 feet wide that also terminates in a 400 SF
covered gazebo.
Background
On December 29, 2005 Corolla Bay LLC submitted their initial Major Permit application to
the Division of Coastal Management (DCM) requesting the installation of two community
piers and 750 feet of bulkhead / riprap that would have resulted in the filling of 368 SF of
COE Section 404 wetlands. The submitted narrative stated that the applicant had
simultaneously applied for a COE Nationwide Permit to obtain authorization for the requested
wetland fill. On January 11, 2006, DCM staff sent a letter to the applicant listing a series of
deficiencies that had been observed in the original permit application.
i. ly Field Investigation Report
Corolla Bay, Corolla, Currituck County
Page 3
On July 31, 2006 Corolla Bay LLC re-submitted a complete Major Permit application to DCM
that addressed the deficiencies listed in the January 2006 correspondence. The revised
application requested the installation of 715 feet of bulkhead fronted by 7 feet of riprap and
two community piers that were each 80 feet long and 6 feet wide that terminated in 20-foot by
20-foot platforms partially covered with gazebos. The narrative submitted by the applicant
stated, "that currently the applicants are in the process of resolving cumulative impacts
concerns with the USACE and NC Division of Water Quality." The DCM Field Report
describing the complete application package was distributed to resource agencies on August 4,
2006.
On August 29, 2006 DCM staff in Morehead City placed the permit application in abeyance
after it was determined that additional information would be required to address all of the
proposed upland development, including all of the proposed wetland fill. The additional
information was requested, "to determine if any portion of the entire development proposal
would cause adverse impacts to resources in the immediate area, including resources within
the AEC." Because DCM did not receive any response to the request for additional
information, DCM staff in Morehead City officially retired the original Corolla Bay permit
application on October 17, 2007.
DCM staff in Elizabeth City received a new Major Permit application from Corolla Bay LLC
on February 12, 2008. In the application the applicant claims that necessary permits are being
simultaneously applied for from DCM, COE and the NC Division of Water Quality. The
information presented in this Field Report addresses the development proposals contained in
the new application.
On June 3, 2008 the COE sent out the following e-mail announcement regarding SAW 2008-
00770, "The Wilmington District, Corps of Engineers (Corps) received an application from
Corolla Bay LLC, 821 Ocean Trail-Suite 4, Corolla, Currituck County, North Carolina,
27927, requesting Department of the Army (DA) authorization to place earthen material in
jurisdictional wetlands in order to construct a residential subdivision and associated
infrastructure. Total proposed impacts are as follows: approximately 56,192 square feet (1.29
acres) of non-riparian wetlands, 2613 square feet (0.06 acres) of riparian wetlands, 68,824
square feet (1.58 acres) of isolated wetlands, and 4791 square feet (0.11 acres) of temporary
disturbance of non-riparian wetlands for storm water piping. The proposed project will be
located at on the east and west sides of Ocean Trail (NC Hwy 12), approximately 1.45 miles
south of the Currituck Lighthouse, adjacent to Currituck Sound, in Corolla, Currituck County,
North Carolina. Specific plans and location information are described below and shown on the
attached plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at www.saw.usace.army.mil/wetlands"
Project Setting
The proposed 72 residential lots will be developed on approximately 34 acres located on the
west side of NC Highway 12 in Corolla, Currituck County along the recently installed Devil's
Bay Drive and Cruz Bay Drive. These subject properties are located north of Ocean Forest
Court and south of Hampton Street, approximately 1.5 miles south of the Currituck Lighthouse.
These western tracts are bordered by the Currituck Sound to the west, NC Highway 12 to the
Field Investigation Report
'
Corolla Bay, Corolla, Currituck County
Page 4
east, a vacant commercial lot to the north, and residential lots to the south. Approximately 17
acres of the tracts are COE Section 404 wetlands and/or Coastal Wetlands, and 17 acres are
upland areas.
The waters of the Currituck Sound immediately adjacent to the parcels' shoreline are less than
one-foot deep and gently slope to a depth of approximately one-foot a distance of 100 feet off
shore. The sound is approximately 4.5 miles wide at this location, is classified as SC (Fish
Propagation) by DEM, and is closed to shellfish harvesting.
The 10-foot area immediately adjacent to the parcels' shoreline does not contain submerged
aquatic vegetation (SAV). Waters further offshore contain moderate to heavy SAV growth
containing primarily Widgeon Grass (Ruppia maritima) with patches of Redhead Grass
(Potamogeton perfoliatus), Wild Celery (Vallisneria americana) and Eurasion Watermilfoil
(Myriophylluna spicatum).
The approximately 4,000 feet of shoreline on the subject property and the shoreline north of the
project site have not been hardened. The shorelines of the residential properties south of the
parcels have been bulkheaded. The shoreline along the southwestern portion of the properties
contains a stable escarpment two to three feet tall. No Coastal Wetlands are located along this
portion of the shoreline but there is a 367 SF area of COE Section 404 wetlands in the far
southwest corner of the parcel.
A 13-acre area of COE Section 404 wetlands and Coastal Wetlands is located in the northwest
portion of the parcels. This wetland area is comprised of Coastal Wetlands located along the
shore of the Currituck Sound that transition to Section 404 wetlands further upland. This
transition occurs west of the lots depicted on the applicant's drawings. Coastal Wetlands
located in this area are comprised of Salt Reed Grass (Spartina cynosoriodes) with Black
Needlerush fringes (Juncus romerianus) and pockets of Common Reed (Phragmites australis).
The 13-acre area of wetlands also contains a pond that is located in the far northwest corner of
the parcels. Aerial observations of this area revealed that the pond is not hydraulically
connected to the adjacent Currituck Sound.
An additional 4.03 acres (175,738 SF) of Section 404 wetlands are scattered across the parcels
located west of NC Highway 12. This includes a 2.03-acre (88,584 SF) wetland located in the
far southeast corner of the subject properties that surrounds another pond. Aerial observations
of this area revealed that this pond is not hydraulically connected to the Currituck Sound either.
The vegetation on the tracts west of NC 12 was mowed to a height of less than six inches 4 - 5
years ago, except for trees with trunk diameters greater than four inches. The remaining trees
include Red Maples (Acer rubrum), Live Oak (Quercus Virginiana), pine trees (Pines species),
and scattered Sweet Gum (Liquidambar species). An under story of assorted weeds, shrubs,
and bushes that are 5-10 feet tall has re-established itself in the southern one-third of the
property, but the northern two-thirds (including the Coastal Wetlands and COE Section 404
Wetlands) has been regularly mowed to keep the indigenous vegetation to heights of less than
three feet. Elevations across these parcels range from 1-foot along the shores of the Currituck
Sound to 10 feet along NC Highway 12.
Field Investigation Rep"brt
Corolla Bay, Corolla, Currituck County
Page 5
The infrastructure for the residential development proposed for the west side of NC 12 has
already been installed. Devil's Bay Drive and most of Cruz Bay Drive have been installed
along with the underground utility lines and lift stations. Large single-family houses have been
constructed on the northeast corner of Cruz Bay Drive and Devil's Bay Drive, at the north end
of Cruz Bay Drive adjacent to the existing pond, and on the west side of Cruz Bay south of the
intersection of Cruz Bay and Devil's Bay Drives.
The mixed residential / commercial subdivision will be situated on 23 undeveloped acres
located on the east side of NC 12, across from the recently installed Devil's Bay Drive. These
parcels are relatively flat and are vegetated with mature Live Oak (Quercus Virginiana), pine
trees (Pinus species), Wax Myrtles (Myrica species), Yaupon Hollies (Ilex vomitoria), and
indigenous weeds and grasses. Approximately 89,911 SF (2.06 acres) of COE Section 404
Wetlands are scattered across the northern portion of these parcels.
Proiect Description
The applicant proposes to create 72 residential lots situated on the 34 acres located west of NC
Highway 12 along Cruz Bay Drive. The water dependent structures the applicant proposes to
install includes approximately 768 feet of bulkhead along the shore of the Currituck Sound in
front of lots 37 - 46 situated in the far southwestern corner of the subject parcels. The
bulkhead will connect to the existing bulkhead that has been installed on the adjacent
residential properties. The bulkhead will be placed in front of a 367 SF area of COE Section
404 wetlands located on lot 46 in the far southwest corner of the property. The applicant
proposes to install the bulkhead an average of two feet beyond normal water level and a
maximum of five feet beyond normal water level. The required backfill will be obtained from
upland sources.
The applicant also proposes to install two community walkways / piers associated with the lots
located west of NC Highway 12. The first structure will be installed between lots 44 and 45
located in the southwestern corner of the parcels off of the proposed Antigua Court. It will
consist of a 69-foot long walkway connecting to a pier 82 feet long and 6 feet wide that
terminates in a 400 SF covered gazebo. The walkway will connect to Antigua Court via a
wood mulch path. The Currituck Sound is approximately one-foot deep at the end of the
proposed pier.
A second structure, located at the far northwestern corner of the properties, will connect to the
north end of Cruz Bay Drive via a 400-foot long elevated walkway that crosses over the
existing pond and wetlands before connecting to a pier 92 feet long and 6 feet wide that also
terminates in a 400 SF covered gazebo. The walkway will connect to Cruz Bay Drive via a
wood mulch path also. The Currituck Sound is approximately one-foot deep at the end of the
proposed pier.
The applicant also proposes to construct a mixed residential / commercial subdivision on the
23 acres located east of NC Highway 12. The proposed development will be constructed along
a new road that will be named Herring Street and will include 57 detached condominium units,
four 3-story condominium buildings, restaurants, retail space, and recreational amenities.
Field Investigation Report
'
Corolla Bay, Corolla, Currituck County
Page 6
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will cause the following impacts:
• The bulkhead will result in the filling of 1,536 SF of Estuarine Water /Public Trust Area AEC
and require 28 cubic yards of upland soil be placed below normal water level.
• Backfilling behind the proposed bulkhead alignment will result in the disturbance of 6,144 SF
of the Estuarine Shoreline AEC, while construction of residences on the proposed sound front
lots will eventually result in the disturbance of an additional 50,106 SF (1.15acres) of the same
AEC.
• The two piers and platforms will temporarily disturb a total of 1,844 SF of Estuarine Water /
Public Trust Area AECs during their construction and will shade the same area upon their
completion.
• Construction of the two piers and platforms will temporarily increase the turbidity of the
shallow waters of the Currituck Sound.
• The northern elevated walkway will shade 660 SF of the 75-foot Estuarine Shoreline / Coastal
Wetland AEC. This walkway will also disturb 1,260 SF of the pond it crosses, and shade the
same area upon its completion.
• The proposed development will fill approximately 126,508 SF of COE Section 404 Wetlands
located on the parcels both east and west of NC 12 and temporarily disturb 4,791 SF of COE
Section 404 Wetlands located on the west side of NC Highway 12. Approximately 1,121 SF of
these wetlands are located in the Estuarine Shoreline AEC.
• The future owners of the 12 direct sound front lots (lots 35 - 46) and the owners of the 24
sound side lots could request a total of 36 additional piers to be installed in the very shallow
waters of the adjacent Currituck Sound that are currently heavily vegetated with SAV.
• Preliminary review indicates that no archaeological resources are known to be located in the
vicinity of this proposal.
Submitted By: John Cece (252-264-3901 x234)
Date: June 25, 2008

"COROLLA BAY"
CAMA MAJOR NARRATIVE
COROLLA BAY, LLC
Applicant: Corolla Bay, LLC
821 Ocean Trail, Suite 4
Corolla, NC 27927
Phone- 252-453-3600
Fax- 252-453-41415
Impacts within 75 ft AEC:
Construct 768 LF vinyl bulkhead (plus two 10 ft return walls, backfill, bulkhead to be
constructed on a 2 ft average alignment and a 5 ft maximum alignment
waterward of NWL)
Construct 6 ft wide treated wood community walkway/pier Total Length=152 LF (69 LF
over highground, and 82.5 LF waterward of NWL) with 400 SF roofed gazebo.
Construct 6 ft wide treated wood community/public walkway/pier, Total Length=652 LF
(240 LF walkway on highground, 210 LF walkway over existing pond, 110 LF
walkway over wetlands, and 92 LF waterward of NWL) with 400 SF roofed
Gazebo. This walkway/pier will be constructed on existing 10 ft wide and 15 ft
wide access easement for Corolla Bay and Currituck County (for public use).
Revegetate disturbed backfill area behind bulkhead
Fill 367.16 SF of 404 wetlands on Lot 46 (part of bulkhead backfill)
Fill 754 SF of 404 wetlands on Lot 37
PROJECT OVERVIEW:
Section 1 - Residential development
Section 2 - Residential development
Section 3 - Mixed use-Commercial development sites (Pharmacy, retail),
condominiums and patio homes recreational area and stormwater
infiltration areas.
SECTION 1: SINGLE FAMILY RESIDENTIAL
TOTAL AREA: 896,884 SF/ 20.590 ACRES
EXISTING LOTS: 30
PROPOSED LOTS: 6
PROPOSED DENSITY: 1.748 UNITS PER ACRE
SECTION 2: SINGLE FAMILY RESIDENTIAL
TOTAL AREA: 601,105 SF/ 13.799 ACRES
PROPOSED LOTS: 36
PROPOSED DENSITY: 1.818 UNITS PER ACRE
SECTION 3: MIXED USE
TOTAL AREA: 995,259.8 SF/ 22.848 ACRES
MULTIFAMILY RESIDENTIAL UNITS: 102
DETACHED CONDO UNITS: 57
MIXED RESIDENTIAL UNITS: 25
PROPOSED DENSITY: 8.053 UNITS PER ACRE
,J
To prevent multiple requests for Nationwide Permits from the individual property owners,
the developer/applicant is combining all anticipated or expected fill requests for the site
into one application prior deeding of the individual lots to future purchasers. This will
allow for all proposed wetland fill activities to be covered by one permit, one plan and
resulting mitigation requirements.
The applicant, Corolla Bay LLC purchased the property from the former owner and
proceeded to conform the proposed development scenario to current zoning and
development standards as required by Currituck County. In attempt in applying for US
Army Corps, CAMA, NCDWQ and other permits to develop the property, confusion
resulted from multiple owner designations and development drawings.
The applicant and engineer have displayed on this plat the extents of the conceivable
potential build out of the property.
The current proposal is for 72 single family lots in sections 1 and 2. Section 3 is
proposed for mixed use (commercial parcels, 57 patio homes, 4 condominium buildings,
recreational sites and commercial properties) with roadways, driveways and parking.
In 2006 a US army Corps Nationwide #14 application was applied for and received for a
road crossing that impacted 404 wetlands in Section 1 of the project.
Section 1 lots 1, 8-36 of the development were recorded in the Register of Deeds office
in Currituck County (Section 1, Lots 2-7 have not been recorded as of this date). As
further application requests were submitted for completing sectionl wetland impacts and
additional impacts associated with Section 2, complexity of the fill requests prompted the
US Army Corps request for an Individual Permit application for the impacts.
The applicant requests wetland fill in 1.322 acres of Section 404 wetlands and 1.227
acres of Isolated wetlands, excavate 0.354 acres of Isolated wetlands for the proposed
stormwater management basins. An individual wetland fill permit has been filed with the
US Army Corps of Engineers for the 404 wetland impacts, and the NC Division of Water
Quality 401 wetlands unit has also been supplied with an application and application fee
for the proposed 404 jurisdictional wetland impacts and also the isolated wetland fill
impacts. These applications will run concurrently with the CAMA Major application.
As a part of the shoreline stabilization in the southwest corner of the property, 0.042
acres of section 10 waters will be filled for bulkhead backfill along an erosion
escarpment. The bulkhead alignment will average of 2 feet waterward of the NWL and
will extend a maximum of 5 feet waterward of the NWL. Temporary disturbance of 5046
SF of wetlands will occur for placement of a stormwater pipe to control stormwater.

Section 1
Section 1 is comprised of single family residential lots and right of way.
Section 1, Lots 1, and Lots 8-36 have been platted and recorded and no wetland fill is
proposed on these lots in this application.
Section 1 lots 2-7 were not platted and recorded due to potential wetland impacts and
the fill is being requested on those lots in this application for residential development
purpose of fill in this section is for residential development and right of way construction.
A Nationwide #14 permit (Action ID 20061338) ha previously been issued for roadway
impacts in Section 1.
Section 2
The proposed fill in Sections 2 (west of Hwy 12) will be for residential lot improvements
and right of way/ utility improvements.
2730 SF, 2033 SF and 283 SF of temporary disturbance will occur in wetlands in order
to install a stormwater pipe below the wetland substrate. Disturbed areas will be graded
back to original grade and re-vegetated.
The stormwater design in Phases 1 and 2 is limited by the existing topography and the
need to utilize the existing pond for as a treatment basin. The development will be low
density and will utilize a combination of lot line swales typically associated with low
density subdivisions as well as the piping of stormwater to the existing pond area which
will also have an overflow route for extreme rain events.
The stormwater will be treated as much as possible by the lot line swales and existing
pond.
Section 3
Isolated wetlands fill for development of a mixed use site. Residential and commercial
properties will be available within the site and the proposed fill will allow for development
of these properties. Stormwater management ponds are also proposed by the engineer
and will require excavation of 0.354 acres of the wetlands that are located within the
limits of the proposed infiltration basins to attain the calculated volumes. All stormwater
on the site will be diverted to, stored and treated by infiltration in these ponds.
The east side development stormwater management is via wet ponds. A bmp wet pond
is proposed for NCDENR quality management and multiple aesthetic ponds are
proposed for quantity management. The pre-post development stormwater controlled
release for the 10 year storm event is the minimum stormwater requirements for quantity
management by Currituck County. The proposed stormwater management intent is to
store the maximum stormwater possible on-site, releasing stormwater off-site via control
outlet structure situated in the bmp pond. Stormwater is control released into the
existing storm drain and conveyed easterly to the existing pond and eventually out to the
Currituck Sound. Quality management has met NCDENR design standards with
stormwater residency time drawing down in 3.3 days and quantity management exceeds
Currituck Count regulations, as the 100 year storm event is managed.

The impervious acreage for the east side development of Corolla Bay including the patio
homes and commercial development is 686,181 sf or 15.75 acres, 68.12% of the
1,007,334.35 sf site.
The impervious coverage calculations on the attached plans and is itemized !in two areas
of development, the patio home development and the commercial development.
The watershed area is the total site, 1,007,334.35 s.f.
The bmp ponds surface area is 15,270 s.f.
Lager aesthetic pond surface area is approx. 21,160 s.f.
Smaller aesthetic pond surface area is approx. 1,465 s.f.
Parcel Ownership
A group of LLC's hold title to the Corolla Bay property on both the east and west sides of
NC 12, creating 4 separate parcels totaling approximately 57.4 acres. Please see title
information below. All of the LLC's have the same address and same principal contact,
Eric Avery.
The original development proposal was known as Monteray Shores. Over the 1990's,
portions were sold to different developers. The Monteray Shores Planned Unit
Development (PUD) was approved in 1987 at a density of 3 units/acre or 608 lots for the
parent tract of the development and the development configuration has been adjusted
over time for donation of land to Currituck County, sale of land and avoidance and
minimization.
Parcel Name PIN# / Parcel# acires

4] Corolla Commer 9936 53 0706 10.00 ac
cial, LLC 0115-000-3XD-0000
3] Corolla Ocean- 9936 52 1845 12.85 ac
Side, LLC 0115-000-3XC-0000
2] Corolla Sound- 9936 41 8865 14.35 ac
Side, LLC (ph.ll) 0115-000-3XB-0000
1 ] Corolla Bay, 9936 42 2717 20.21 ac
LLC (ph I ) 0115-000-3XA-0000
Total tax card listed acreage 57.41 ac

WETLAND DELINEATIONS
SECTION 1 AND 2
Current valid Wetland Delineation:
USACE #SAW 2007-03848
(Supersedes all previous delineations for sections 1 and 2)
SECTION 3 (east side of NC Hwy. 12)
Current valid Wetland Delineation
Isolated Wetlands Delineation -
(Flagged by Quible and Associates, field approved and signed off by
Kyle Barnes, NCDWQ)
PROPOSED 404 JURISDICTIONAL WETLAND FILL
(See Plats to reference site numbers)
Section 1 and 2 of property (west side of NC Hwy 12)
Wetland Type of Area of Impact
Impact
Site
Number Impact acres figures
rounded to
nearest 1/1000
acre
A Earthen fill 0.017
B Earthen fill 0.133
C Earthen fill 0.063
D Earthen fill 0.026
E Earthen fill 0.479
F Earthen fill 0.058
G-1 Earthen fill 0.066
G-2 Earthen fill 0.134
1 Earthen fill 0.042
J Earthen fill 0.048
K Earthen fill 0.006
L-1 Earthen fill 0.078
L-2 Earthen fill 0.165
M Earthen fill 0.008
TOTAL 1.322 acres (57,585SF)

PROPOSED ISOLATED WETLA14D FILL
Section 3 of property (east side of NC Hwy 12)
Wetland Type of Area of Impact in
Impact
Site
Number Impact acres
1 Earthen fill 0.16
2 Earthen fill 0.064
3 Earthen fill 0.199
4 Earthen fill 0.016
5 Earthen fill 0.029
6 Earthen fill 0.14
7 Earthen fill 0.13
8 Earthen fill 0.396
9 Earthen fill 0.197
10 Earthen fill 0.22
TOTAL 1.581 acres, (53,448 SF)
PROPOSED EXCAVATION OF ISOLATED WETLANDS FOR STORMWAT'ER
MANAGEMENT
Section 3 of property (east side of NC Hwy 12)
Fill
label Type of
Impact Area of Impact in
acres
3 Excavation 0.349
5 Excavation 0.005
TOTAL 0.354 acres (15,421 SF)
TEMPORARY DISTURBANCE FOR INSTALLATION OF
STORMWATER PIPE (linear feature, west side of NC Hwy 12)
Fill Type of Area of Impact in
label Impact acres
Temp. Temporary 0.063
dist.
Temp. Temporary 0.047
Dist
Temp. Temporary 0.007
Dist
TOTAL Temporary Disturbance 0.116 acres (5046 SF)
t,
MITIGATION PROPOSAL
The applicant has submitted an In Lieu Fee Request form to the North
Carolina Ecosystem Enhancement Program for the following impacts for the
proposed development impacts:
This mitigation to impact ratio will be a 2:1 minimum ratio.
Non-Riparian Impacts: 2.877 acres
• 404 Jurisdictional Fill areas B to L (56,464 SF)
• All Isolated Impacts --Fill and Excavation (68,869 SF)
• Will be mitigated at a 2:1 minimum ratio
0 6 acres will likely be purchased
(Due to minimum 0.25 acre increments)
Riparian Impacts: 0.068 acres
• 404 wetland Fill areas A and M, totaling 1121 SF
• Bulkhead Backfill of 1854 sq. ft. of Section 10 waters for a 2 ft
average and 5 ft maximum alignment waterward of the NWL
• 0.25 acres will likely be purchased
(Due to minimum 0.25 acre increments)
Previous mitlaation ----0.5 acres of NCEEP Non-Riparian In Lieu Fee
credits have previously been purchased for the previous Nationwide #14
impacts.
PREVIOUS IMPACTS:
Section 1 Site preparation and utility construction-- Lots 1 and 8-36
0.1268 acres of 404 Wetlands filled under a Nationwide#14 permit
0.41 acres of Isolated Wetland fill
(NCDWQ Project Number 05-2066, Letter version 4)
COMPLETED WORK
Roadway fill that was approved by Nationwide #14, Action ID # 200610338 has
been completed.
In Section 1, roadway and utilities have been installed. Re-vegetation of
disturbed areas is underway.
A model home has been constructed on Lot 29 in Section 1.
Previously filled wetlands are displayed on the plat.
PREVIOUS PERMITS OR APPROVALS
SECTION 1 AND 2
Current valid Wetland Delineation:
USACE #SAW 2007-03848
(Supersedes all previous delineations for sections 1 and 2)
PERMITS OR OTHER
USACE Nationwide permit #14; Action ID 200610338 (December 28, 2005)
USACE Action ID 2006-32359-127 Individual permit application
(Not accepted as complete due to avoidance and minimization request)
NCDWQ Permit # WQ0023872 (August 3, 2004)
Wastewater treatment construction permit
NCDLR #Curri-2005-014 (3-28-2005)
NCDOT Encroachment Contract (June 8, 2005)
NCDOT Driveway permit and encroachment agreement #1960 (June 10, 2005)
NCDWQ Stormwater permit #SW7050220 (June 27 2005)
NCDWQ Wastewater Collection Permit # WQ0024091 (July 1, 2005)
CAMA General Permit #42132 (August 18, 2005) for bulkhead (not constructed)
NCEEP Mitigation credit acceptance letter (January 19, 2006 and
December 13, 2007)
NCDWQ Project number # 05-2066, Letter Versions 1, 2, 3, and 4
SECTION 3 (east side of NC Hwy. 12)
Current valid wetland delineation
Isolated Wetlands Delineation -
(Flagged by Quible and Associates, field approved and signed off by
Kyle Barnes, NCDWQ)
Permits/other
NCDWQ Wastewater #WQ0023872 (August 3, 2004)
NCDWQ Wastewater #WQ0024091 (July 1, 2005)
NCDWQ Project #05-2066, Letter Versions 1, 2, 3 and 4
TOTAL SURFACE AREA (IN ACRES) OF WETLANDS TO BE FILLED
1.322 acres of 404 Jurisdictional wetlands
1.581 acres of Isolated wetlands
Excavate 0.355 acres of Isolated wetlands for Stormwater Basins
Backfill of 0.043 acres of Section 10 waters for Bulkhead Backfill for Shoreline
Stabilization
Narrative By:
Kendall Turnage
Environmental Professionals, Inc.
March 15, 2008

v

ocM MP4 ma JU L
e RC INK, UENR -
APPLICRION for !? q l?MMOS,?
p,? Y 2 1
i'
Mayor Development Permit C..,OASlAL MANA(-? ,'IIE (@'
(last revised 12/27106) Elizabeth-('',,
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Corolla Bay, Lic Project Name (if applicable)
Corolla Bay
Applicant 1: First Name
Eric MI Last Name
Avery
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
821 Ocean Trail, Suite 4 PO Box City
Corolla, State
NC
ZIP
27927 Country
USA Phone No.
252 - 453 - 3600 ext. FAX No.
252 - 453 - 4145
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Environmental Professionals, Inc
Agent/ Contractor 1: First Name MI Last Name
George H Wood
Agent/ Contractor 2: First Name MI Last Name
Kendall E Turnage
Mailing Address
1 PO Box City State
3368 Kill Devil Hills NC
ZIP Phone No. 1 Phone No. 2
27948 252 - 441 - 023 9 ext. ext.
FAX No. Contractor #
252 441 0721
Street Address (if different from above) City State ZIP
1404 South Virginia Dare Trail Kill Devil Hills NC 27948-
Email
environmentalpro O earthlink.net
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
RECEIVED APPLICATION for
NC DENF'
Major Development Permit
iv i, 1
3. Project Location
Rzabeth
County (can be multiple) Street Address State Rd. #
Currituck (not assigned a street address) NC 12
Subdivision Name City State Zip
Corolla Bay Corolla NC 27927-
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ext. See attached narrative for details of development,
f 1
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
P P, S U0Tk ac Curritick Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Curritick Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
Currituck County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
3,934.6 ft Approx. 59.71 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
see plan(s), , NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0-10 ft ?NHW or ®NWL
e. Vegetation on tract
Quercus virginiana, Liuidambar syraciflua, Pinus taeda, Acer rubrum, Rhus copallina, Eupatorium capillifallium, Vitus
rotundiflia, Myrica cerifera, Smilax bona-nox, Spartina patiens, Typha sp.
f. Man-made features and uses now on tract
asphalt road, associated swales, model home on lot 29
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential amnd commercial (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
262-P,08, 2 8 0,": I - € 8 0-4 P `.; GA'04 F v4 %'J ,J. P: .?'-o'', v.r.zi?;an € ag; n.. nt. r; at
Form DCM MP-1 (Page 3 of 5)
RECEIVED APPLICATION for
NC'DEN
Major Development Permit
2 1 ..:
m. (i) Are there wetlands on the site? ` QAS'(AL MANAC>?: '?lh,f?'r ®Yes []No
Elizabeth C:
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Sewer lines installed in Phase 1
o. Describe existing drinking water supply source.
Currituck County water system
p. Describe existing storm water management or treatment systems.
open roadside grassed swales
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
residential subdivision with roads, waterfront access, and amenities. Please see narrative for further detail.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
See attached narrative
d. List all development activities you propose.
See attached narrative
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 1,839,301 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Bulkhead backfill, surface runoff
I. Will wastewater or stormwater be discharged into a wetland? ®Yes ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ?No ?NA
j. Is there any mitigation proposed? ZYes []No DNA
If yes, attach a mitigation proposal.
<Form continues on back>
2 5F 0 ? ? ' I P i?^?. a W aE^w.E4 f.. .,'a a€"a < ,w ,$a: ..e a
Form DCM MP-1 (Page 4 of 5)
RECEIVED
NC EWl APPLICATION for
?? `;? Major Development Permit
?,S-1F'+JI,?L I'?IA?7?(y.•IJ!r?{T
6. Additional Information Elizabeth
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Norman T. Bibeau Phone No. 252-480-22883
Address PO Box 237 Kitty Hawk, NC 27949
Name Currituck County, Beach Properties Phone No. 252-232-2075
Address PO Box 39, Currituck, NC 27929
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SEE LIST IN ATTACHED NARRATIVE FOR COMPLETE WETLAND DELINEATIONS
PERMIT HISTORY SECTION 1 AND 2
Current valid Wetland Delineation:
USACE #SAW 2007-03848
(Supersedes all previous delineations for sections 1 and 2)
SECTION 3 (east side of NC Hwy. 12)
Current valid Wetland Delineation
Isolated Wetlands Delineation -
(Flagged by Quible and Associates, field approved and signed
off by
Kyle Barnes, NCDWQ)
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
1 understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.

252-aGO-2808 . 1-888-4RCOPS T ?a?vavv.rarea apt lc d taf.tz f

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I further certify that the information provided in this application is truthful to the best of my knowledge. EM
Date - ?- Print Name Kendall Turnage (agent) NC
Signature ? 1 r
Please indicate application attachments pertaining to your proposed project. pbPt}? r Tf,
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
JUL 7 2008
POFTLA STpRM ER BRgNCH
25 2" s%$ cab! .. .-608-G:; C ,4 z; ,, '4.cvwvu,a Cc0, a "'a;I ,4aa.a.;"u,.n, nt.zty<
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
?O ?1?Nr
` 21
Elizpbeth (",
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL' OF EXCAVATED MATERIAL 0This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
252 3. fol r 2e;08 .: 1-3364FI'.- CtLS 4?'u'i'J 4't "e'°?____.. ._. _ r x
' P2 p s i n (If, Pugs o 3%
IDFW
.AlAy 2 1
3. SHORELINE STABILIZATION []This section not applicable
ji2Q?F `
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Lengtn: 76S' (Pius two iu tt return wars
EBulkhead ?Riprap []Breakwater/Sill []Other: Width: 0.75
c. Average distance waterward of NHW or NWL: 2 ft d. Maximum distance waterward of NHW or NWL: 5 ft
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl Bulkhead months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
0.5- 1 ft
g. Number of square feet of fill to be placed below water level. h. Type of fill material, p ?? ?a v
Bulkhead backfill 1854 SF Riprap sand
Breakwater/Sill Other
i. Source of fill material. JUL 7 2??$
Approved sand mine DENR. WATER QUAU'1y
WETLANDS AND STORMWA? BRASH
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area See plat
(iv) Purpose of fill
Preparartion of site for residential and commercial
development per expected build out of property
submerged aquatic vegetation (SAV), shell bottom (613), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
ZWL 404 and Isolated wetlands see attached narrative for
details []None
(ii) Describe the purpose of the fill in these areas:
See attached narrative describing areas, purpose and types of
impacts
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fence, proposed bulkhead dump truck, small bulldozers, graders, asphalt paving machine
Bobcats,
c. (1) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes NNo ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
For north pier-- completed portions of pier/walkway can be
utilized to tranport men and equipment waterward,

Date
(O L` Cf, BLl l/
Project Name
(fd , l, g, ? L L C
Applicant Name
Applicant Signature
tI?C?C?4,.i
NC DENP
" t+jCp ? 1
Elizabeth C' f;

y C ??pd? p RECEIVFO
D INC D"r
Form DCM MP-3 JUL 7 2008
UPLAND DEVELOPME , rpR,- Eliza t?£i
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. Section 1-- 36 total
West side---Phase 1 and Phase 2 single family residential Section 2-- 36 total
devlopment, 72 homesites Section 3--184 total (residential and commercial)
East side-- Mixed use development (see Narrative)
c. Density (give the number of residential units and the units per
acre).
Section 1--- 1.78 units per acre (36 lots on 20.590 ac)
Section 2-- 1.818 units per acre (36 lots on 13.799 cres)
Section 3-- 8.05 units per acre ( mixed use-- multifamily,
single family and commercial)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
NYes ?No ?NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
42.225 acres (1,839,301 SF)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt
(ii) If yes, list the date submitted: 3-28-2005
NCDLQ# Curri 2005-014
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
6.08%
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
NYes ?No ?NA
I. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
(ii) If yes, list the date submitted: June 27,2005
_NCDWQ Stormwater permit #SW7050220
West side - 29.48%
East side - 68.12%
j. Describe proposed method of sewage disposal.
Subdivision will tie into the Monteray Shores sewage
system that has recently been approved for increased
capacity due to improvements to system
k. Have the facilities described in Item (i) received state or local
approval?
?Yes NNo ?NA
If yes, attach appropriate documentation.

I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
surface runoff, bulkhead backfill and fill areas in 404 and
Isolated
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Currituck County water system
o. When was the lot(s) platted and recorded?
Section 1-- 2005
Section 2- N/A
Section 3- N/A
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation. +N D?)` ii?
?I 1
I? rN T
n. (i) Will water be impounded? ®Yes ?No ?NA
(ii) If yes, how many acres? 0.35 acres (15,270 SF) for
stormwater retention
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
V
-/5"-O
Date
??,; lla gel.
Project Name
Co rb
Applicant Name
Applicant Signature
y w e , ps n M v L R s 3. r,` 1
,.... ..._
_°-- ._r °,- #_ c,:;2. 2
RECEIVED)
PVC DENR
Form DCM MP-4
STRUCTURES,
(f th c
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government ®Private/Community ?Yes NNo
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length SOUTH PIER --Construct 6 ft wide communit
walkway/pier Total Length=152 LF (69 LF over
higharound, and 82.5 LF waterward of NWL) with 400
SF roofed gazebo
NORTH PIER ---Construct 6 ft wide community/public
walkway/pier. Total Length=652 LF (240 LF walkway on
highwound, 210 LF walkway over existing pond, 110
LFwalkway over wetlands, and 92 LF waterward of NWL)
with 400 SF roofed gazebo. This walkway/pier will be
constructed on existing 10 ft wide and 15 ft wide access
easement for Corolla Bay and Currituck County (for public
use). 83.9' over water 100' over water
(iv) Width South Pier 6' North Pier 6'
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 20'
(iv) Width 20-
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
NONE
(ii) Number of slips existing
NONE
d. (i) Are Finger Piers included? ?Yes NNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Pier and gazebo will only serve a walkway and
observation structures
" 6, t`°?,.??` .: vne-e t ,at vevh;,?^:r6z 2/...?'.-
___.. ?.._. _.......W _. _ a__.. ..... _

i wy V w kM4 w E? u aago, 2 ?,-$ 5)
I. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
[] Land cut and access channel charter boats, sail boats, mixed types).
[]Open water; dredging for basin and/or channel NONE, offshore water depths will not allow for reliable boat
®Open water; no dredging required access to piers or gazebos, pier length limited to approx.
[]Other; please describe: 100 feet waterward of NWL to prevent access/use/docking
by boats. Kayaks and canoes will be the typical vessel
used in vivinity of pier
k. Typical boat length: N/A -- water depths will limit use in the I. (1) Will the facility be open to the general public?
immediate area of pier to kayaks and canoes []Yes ®No RECEIVIED
NIC DEN;
m. (i) Will the facility have tie pilings?

[]Yes ®No 1
1
(ii) If yes number of tie pilings?
N/A
Cji?a??t!'i! t" -
2. DOCKING FACILITY/MARINA OPERATIONS MThis section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
[] Toilets for patrons; Number: ; Location:
[] Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.

c. Describe the disposal of solid waste, fish offal and trash.

d. How will overboard discharge of sewage from boats be controlled?

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
5"96 ?f.rfi?451.,...3..<nr3 ? .. s
--- - --------- - -------
r
,.

i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
RFeENER;
SIC MPP
What will be the marina policy on overnight and live-aboard dockage.
n p ^t? ?p
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
.:'2.?}".8

RECEIVE
C DF[`JE_
ii
i 21
5. MOORING PILINGS and BUOYS ®This 'section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government [] Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
South pier 245.5 ft
North pier 7 ft
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
south-- approx 675 LF
north- approx. 1760 LF[
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
4.56 miles 1.0 feet
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER- 9This 'section not applicable
a. Give complete description:
Corolla Bay
Project Name
Date
-a
94tn t"
t'c-vise? .12/2-716b
r
if

Corolla Bay, LLC
Applicant Name
Applicant Signature
RECENED
NC DENP,
?,O-AS2ALIVIANA ulFNT
?Iszala=wtk? C

a
i
i 0;

MAJOR PERMIT FEE MATRIX
Applicant: COROLLA BAY, LLC
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
E] development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
E] development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied.
III(C). If General Water
Ej Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
v
I
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