20041827 Ver 1_Complete File_20041112

O?O? W A T ?RQG
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 18, 2005
Mr. Harry B. Schiffman
P.O. Box 489
Manteo, NC, 27954
Subject Property:
Between Fernando and Greenville Street
Waiver of 401 Water Quality Certification
Dear Mr. Schiffman:
Alan W. Klimek, Y.E. Director
Division of Water Quality
DWQ Project # 04-1827
Dare County
Your application for a 401 Water Quality Certification to impact up to 2.0 acres of waters and wetlands in
order to construct a residential and commercial development and to conduct maintenance dredging was
received in the Division of Water Quality's Central Office on November 12, 2004. According to our rules
[15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification is waived unless
DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement for a 401
Water Quality Certification for your plans to impact waters as described in your November 12, 2004
application materials.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required.
If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
Sincerely,
4-
AWKIcbk
cc: Steve Daniels, P.O. Box 935, Nags Head, NC, 27959
USACE Washington Regulatory Field Office
Wilmington District, USACE
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Alan W. Klimek, P.E.
Filename: 041827Schiffman(Dare)Waive
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet: httn://h2o.enr.state.nc.us/navetlands
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N1tCarolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr,, Secretary
November 9, 2004
MEMORANDUM: D LS ?C?, O V
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TO: Mr. John R. Dorney NOV j 2 2004
Environmental Biological Supervisor
Division of Water Quality ps4'WATER QUALITY
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" srott; r"„aiFR e?.?
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Harry B. Schiffman, et al.
Project Location: Between Fernando and Greenville Street, along Manteo waterfront
Proposed Project: Construction of SFR(s), condos, retail shops; Dredging basin/channel
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by November 30, 2004, to Hestron Plaza II, 151-B Hwy 24, Morehead City, NC 28557. If
you have any questions regarding the proposed project, please contact Frank Jennings at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED 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- 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Harry B. Schiffman (Historic Manteo)
2. LOCATION OF PROJECT SITE: 310 Fernando Street, Manteo, Dare County and on Shallowbag Bay
Photo Index - 2000: 182-2158 (U-W, 5-8) 1995: 182-1881 (R-T, 7-10)
1989: 152-5 (O-Q, 6-10) 1985: 141-1570 (O-Q, 18-11) 1978: 83-362 (L-N, 4-8)
State Plane Coordinates - X: 2986200 Y: 801500 Manteo, NC GPS: E090915A
LR
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/13/04, 08/17/04, 09/09/04
Was Applicant Present - Yes, Yes, No
5. PROCESSING PROCEDURE: Application Received Complete - 10/19/04
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Manteo
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, PTA, EW, CW, UW
(C) Water Dependent: Yes
(D) Intended Use: Private, Commercial, Residential
(E) Wastewater Treatment: Existing - Town sewer
Planned - N/A
(F) Type of Structures: Existing - Marina, 4 homes, bulkhead, docks.
Planned - 5 Condos, 2 hotels, 22 single-family residential lots, 6 retail
shops; dredging existing basin and channel.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA] IMPERVIOUS
nRFnnFn SHADFD FILLED COVERAGE
(A) Public Trust Area, Estuarine
Waters 76,787 sq. ft.
(B) Coastal Wetlands:
Vegetated Wetlands 4,700 sq. ft.
(C) 404-Vegetated Wetlands 1,616 sq. ft. 4,138 sq. ft.
(D) Estuarine Shoreline 21,000 sq. ft. 90,000 sq. ft. 51,055 sq. ft.
(E) Upland development 519,957 sq. ft. 232,000 sq. ft.
Harry B. Schiffman (Historic Manteo)
Field Investigation Report
Page 2
(F) Total Area Disturbed:
(E) Primary Nursery Area:
(F) Water Classification:
1,001,253 sq. ft. (23 acres)
No
Sc Open: No
8. PROJECT SUMMARY: The applicant proposes to construct residential and commercial development
that includes 2 hotels, 5 condominiums, 22 single-family residential lots, retail shops, and to perform
maintenance dredging of an existing marina basin, entrance channel, and slip area.
PROJECT SETTING
The site of the development proposal is a 21.6-acre tract located in the Town of Manteo in Dare County
between Fernando Street to the north and Greenville Street to the south with Manteo Middle School
property and Uppowoe Street (unimproved) to the west and Shallowbag Bay to the east. The property
currently has an operating commercial marina that consists of a man-made basin with an entrance channel,
a bulkhead, docks within the basin, a fuel dock, travel lift piers, dry stock storage both enclosed and
open, an open water docking facility in Shallowbag Bay, a marina office, a boat ramp and parking area.
The marina is located in the approximate center of the property. The marina has a capacity of 62 wet
slips and approximately 100 dry stack storage spaces. The basin is approximately 180 feet by 100 feet
with water depths that range from -5 feet to -8 feet. The entrance channel is approximately 300 feet by
100 feet with water depths that range from -3 feet to -9 feet. The water depths around the existing open
water docks range from -5 feet to -8 feet. The water bottom consists of sand and silt sediments.
Vegetation at the marina area consists mostly of yard grasses and is maintained.
To the south of the marina is a Coastal Wetland marsh vegetated with Juncus roenterianus. The marsh
fronts Shallowbag Bay and is approximately 600 feet wide. Landward of the salt marsh, the property
consists of upland that is vegetated with red bay, willow, pine, and indigenous grass. The transition
fringe between the salt marsh and the uplands is vegetated with common reed.
The northern portion of the property has four single-family dwellings and the vegetation is dominated by
pine and yard grasses. There is a 42,421-square foot pond and wetland area located near the shoreline in
this section of the property. Vegetation in this area consists of pine, red bay, and Juncus roenierianus.
The shoreline in this area has a sandy beach.
The soils on the property to the north consists of a Coastal Wetland marsh that is owned by the Town of
Manteo. This property has a boardwalk and an access walkway from the water to Fernando Street. The
adjacent property to the south is Greenville Street, which is a town maintained street with houses along
the south side.
The elevation of the property varies from + 1 foot above Normal Water Level (NWL) in the marsh to
approximately +4 feet in the upland areas. The property has approximately 1000 feet of shoreline in the
marsh area, approximately 1300 feet of shoreline that has a bulkhead and includes the marina basin,
approximately 150 feet of the shoreline that has a sandy beach, approximately 450 feet of bulkhead in
front of the applicant's home, and approximately 200 feet of breakwater bulkhead in front of a wetland
fringe located at the northeast property line.
Harry B. Schiffman (Historic Manteo)
Field Investigation Report
• Page 3
The waters of Shallowbag Bay in this area are classified as SC and are closed to shellfish taking.
DEVELOPMENT PROPOSAL
The development proposal includes the removal of all existing buildings and the construction of 22 single-
family residential lots (7,500 square feet), three condominium complexes (6,000 square feet) with four
units each, two condominium complexes (10,000 square feet) with 12 units each, four retail lots with
apartments located on the second floor (ranging from 4,011 square feet to 6,011 square feet), two 30-
room hotels (6,600 square feet each), six retail shops with upstairs apartment living (1,500 square feet),
and up to six town homes. The development will also include the necessary infrastructure (utilities,
roads, and stormwater management system necessary for the project). The applicant proposes to
construct multiple stormwater impoundment areas that total 12,302 square feet. The proposed
development will utilize the existing basin, channel, marina slips, moorings, and bulkheading. The
development proposal includes dredging the bottom of the basin, channel, and slip area to a water depth
of -8 feet. All spoil material, estimated to be 2,850 cubic yards, will be deposited on site within a
10,000-square foot diked impoundment area if a dredge is used, or on three designated spoil sites near the
basin that total 22,813 square feet in area if an excavator with a barge is used. All spoil material will be
used on site for site elevation fill. An eight-foot wide wooden boardwalk is proposed to be constructed
along the waterfront and parallel to the existing shoreline bulkhead. This structure and the associated
accessways will total 2,447 linear feet and will be deeded over to the Town of Manteo as a public access,
according to the application. To connect the proposed boardwalk with the Town of Manteo's existing
boardwalk, the applicant proposes to construct a 36-foot by 16-foot platform that will connect to an
existing 24-foot by 24-foot platform located over the water in Shallowbag Bay.
An additional bulkhead/retaining wall is proposed to be constructed approximately 30 feet landward of the
NWL for site grading purposes and soil retention. The applicant proposes to disturb approximately 14
acres of upland and bring the existing average of +4 feet above NWL elevation to +8 feet above NWL
prior to the construction of any of the proposed buildings.
Two areas of 404 wetlands are proposed to be filled for the construction of entrance roads. The combined
area of fill at both sites is 0.095 acres. One site is located on the northern property line and connects the
project to Fernando Street. The second site is located at the southern property line and connects the
project to Greenville Street. Near this area, the applicant proposes to construct a pile supported 1,616-
square foot gazebo and walkway over adjacent 404 wetlands.
ANTICIPATED IMPACTS
The development proposal will have many impacts with the majority occurring outside of CAMA
permitting jurisdiction. The impacts will include the following:
Harry B. Schiffman (Historic Manteo)
Field Investigation Report
Page 4
1) The proposed platform will shade 576 square feet of Public Trust Area (PTA) and Estuarine Waters
(EW) Areas of Environmental Concern (AECs).
2) The maintenance excavation/dredging of the basin, channel, and dock area will result in bottom
disturbance of 76,787 square feet and the removal of 2,850 cubic yards of bottom material, consisting
of sand and silt, affecting PTA and EW AECs.
3) The proposed site supported gazebo will result in the shading of 1,616 square feet of 404 wetlands.
4) The total proposed building coverage within the Estuarine Shoreline AEC is 38,700 square feet and
the total paved area within the ES AEC is 12,355 square feet for a total of 51,055 square feet, which
represents 23 percent impervious coverage. This includes all companion or accessory structures
(pool, pool pad, playground equipment, etc.).
5) The proposed 8-foot wide public boardwalk and accessways, which include a 6-foot wide walkway
connected to Fernando Street, will shade approximately 4,700 square feet of Coastal Wetlands AEC
and 21,000 square feet of ES AEC.
6) Of the existing 21.6 acres, 14 acres that represent all of the upland areas, will be disturbed either by
the addition of fill material to bring the elevation to +8 feet above NWL or to create stormwater
retention areas. Approximately 90,000 square feet of this area is located within the ES AEC.
7) The amount of impervious surface proposed for the upland area outside of the ES AEC is
approximately 232,000 square feet.
Temporary water turbidity will occur during construction and during the dredging of the water body
involved. Population density for the area will increase and public pedestrian access will be increased by
this project.
Submitted by: Frank A. Jennings, III
Date: November 1, 2004
MAJOR PERMIT FEE MATRIX
Applicant: Schiffman: Historic Manteo
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (243001602 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
Ej 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). For Private non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (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)
3301 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

e
V
•
(fir r?r? ?K?-?+?'°?° QUIBLE & ASSOCIATES, PC 6134
P.O_ DRAWER 870 PH. 252-261-3300
KITTY HAWK, NC 27949
?/ 66-679-531
PAY DATE "
TO THE J(y ? Q n
ORDER OF
DOLLARS
ECM
Snd-SW-jK-Fi-t -d?C-A-i791g
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Quible
Quible & Associates, P.C. P.O. Drawer 870
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
SINCE 1959
July 26, 2004
Mr. Frank Jennings
Division of Coastal Management
1367 US Hwy. 17 South
Elizabeth City, NC 27909
Re: Historic Manteo Major CAMA Permit Application
Historic Manteo Waterfront, Manteo, Dare County, NC
Dear Mr. Jennings:
AUG ; ..
I '-1
Kitty Hawk NC 27949
Phone: [phone]
Fox: 252-261.1260
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lossitec C.E.P.
Eduardo J. Valdlvleso. P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Morchello, P.L.S.
David S. Neff
On behalf of Kitty Hawk Land Company, Rex Tillett, R.V. Owens, Steve Daniels, Lionel Shannon and
Harry B. Schiffman, Quible & Associates, P.C. (Quible) presents the following Major CAMA Permit
Application for upland development proposed on the Salty Dawg Marina property. The property is
currently owned by Harry B. Schiffnan, and is operated as a full service marina and dry stack boat storage
facility. The proposed project name is currently Historic Manteo.
Enclosed with this correspondence are the applicable forms, DCM-MP-1, DCM-MP-2 and DCM-MP-3,
two plaaview-plats that depict the overall development proposed, a copy of the Division of Cultural
Resources request for archaeological assessment, copies of the riparian adjacent property owner
notification letters including return receipts and reply, and the following project narrative that provides a
description of the proposed overall development. Based on concerns expressed during the April 8, 2004
scoping meeting by the NC Division of Marine Fisheries (DMF) and the National Marine Fisheries Service
(NMFS) related to Secondary Nursery Area (SNA) and Essential Fish Habitat (EFH) in proximity to the
project area the applicants have requested that Quible prepare a Major CAMA Permit Application for the
proposed upland development that utilizes the existing marina and slips that currently serve the Salty Dawg
Marina and dry boat storage facility. Please note, no marina development is proposed at this time.
PROJECT NARRATIVE
Site Conditions/Proposed Development Overview:
The proposed development discussed herein is located south of the Manteo waterfront with frontage along
Shallowbag Bay centered approximately around 35° 54' 19.2" N latitude and 75a 40' 14.4" W longitude.
The 21.6 acre property is bordered by Fernando Street to the north, Greenville Street to the south, Dare
County Middle School to the west and Shallowbag Bay to the east. Proposed development includes the
construction of single family residential units, multifamily units, retails shops, hotels, an elevated
boardwalk and associated infrastructure. Enclosed with this correspondence are two plan view plats
(Attachment 1) that accurately depict the project as proposed. The Town of Manteo (Town) has issued a
Resolution (Attachment 2) declaring their support for this project. In addition, the project has been
approved by the Town Board and is considered an extension and enhancement of the existing Manteo
waterfront.
Historic Manteo Major Cama Permit Application
Currently, the site is operated by the property owner, Harry B. Schiffman, as a commercial marina and
dry storage facility known as the Salty Dawg Marina. Once the master plan has been implemented, the
dry storage facility will be eliminated and the existing marina will be used to provide moorings and slips
for both resident and transient vessels that utilize the group development. The waterfront development
will include boardwalks and a docking area for the general public and the waterfront will be deeded over
to the Town to insure public access to Shallowbag Bay. As planned, the development should decrease
the total number of boats using the marina.
The subject property consists of several parcels owned by Harry B. Schiffman. As discussed earlier, the
central portion of the property is being utilized as a full service marina offering dry stack storage, boat
repair, and retail sales of gasoline and diesel fuels. Structures on site include the dry stack storage
building, the marina store and a one story waterfront home. The southeastern quadrant of the tract is
dominated by undeveloped coastal wetlands and a section 404 wetlands fringe that is dominated by
Phragmites australis, an invasive species. The Schiffman home site is located on the northern upland
portion of the tract and is dominated by a mature pine forest.
Proposed upland developments on the subject property for which this Major CAMA Permit Application
package is required, currently include 22 single family residential lots (7,500 sf.), three condominium
complexes (6,000 sf.) with four units each, two condominium complexes (10,000 sf.) with 12 units each,
four retail lots with apartment(s) located on the second floor (ranging from 4,011 sf. to 6,011 sf.), two 30
room Hotels (6,600 sf. each), six retail shops with upstairs apartment living (1,500 sf.) and up to six town
homes. The development will also include the necessary infrastructure (utilities, roads, and stormwater
management system necessary for the project). The proposed development will utilize the existing
marina slips, moorings, bulkheading and proposes an additional 8 foot boardwalk (constructed of wood)
along the water front parallel to the existing bulkheading. An additional bulkhead is proposed to be
constructed approximately 30 feet landward of the normal water level for site grading purposes. A total
of 0.095 acres of wetland are proposed to be filled for road crossings. Proposed mitigation of the
wetlands fill is the contribution of $3,000.00 (0.25 acres) to the Ecosystem Enhancement Program,
formerly the Wetlands Restoration Program. A letter requesting eligibility to contribute to the EEP was
mailed to the EEP office on June 23, 2004. A copy of the letter has been included for your records.
Please note, a determination as to the eligibility of the proposed mitigation through contribution has not
been determined as of the date of this permit submittal. The areas of Section 404 wetland to be filled are
outside the 75 feet Area of Environmental Concern.
Impervious coverage within the 75 feet AEC will include buildings, concrete walkways, paved roads and
parking areas. Based on calculations using the proposed development plats provided, impervious
coverage within the AEC will total 23%. Impervious coverage on the residential lots will not exceed
30%. Please note, the boardwalk proposed will be constructed of pervious materials (slotted wood) and
will be located within the 30 feet vegetative buffer required by LAMA. A 1,616 square feet gazebo is
proposed to be constructed within the Section 404 wetlands on the southern portion of the property. The
entire 30 feet vegetative buffer extending from the northern property boundary to the southwest corner of
the main marina channel will be deeded over to the Town of Manteo at the conclusion of development
activities to insure public access to the waterfront.
i
P
2
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Historic Manteo Major Cama Permit Application
AUG OF '2004
Grading, Excavation and Fill/ Stormwater: ELIZABETH C, i Y
Current elevations at the site range from less that one foot near the normal water level to nearly 11 feet,
but on average the overall site elevations are between four and five feet above sea level. The finished
elevations for the proposed development will vary from and average of three to nine feet. Excavation
required to create Stormwater impoundment areas is estimated to be approximately 750 cubic yards. It is
also estimated that 89,614 cubic feet of fill material will be required to achieve the final elevations of the
proposed development. The estimate of the amount of soil excavation needed to create the stormwater
impoundment areas was calculated using the area of impoundment (12,302.5 sq. ft.) times the existing
average depth (5.0') minus the lowest elevation required to construct the impoundment area (3.0');
equaling 24,605 cubic feet (-912 cubic yards). The amount of fill required was calculated by assuming a
uniform fill depth of 4.0' (average proposed elevation of 8.0' minus the existing average elevation of 4.0')
times the area of upland development (609,957 sq. ft.); equaling 90,364 cubic yards.
A detailed site specific stormwater management plan is being prepared for the project. The site specific
stormwater plan will show the engineered elevations necessary for proper containment and treatment of
stormwater and runoff. In general, Stormwater and runoff will be directed away from Shallowbag Bay to
a series of retention ponds and treated on-site to applicable NC Division of Water Quality (DWQ)
standards prior to discharge. To date a Stormwater Management Plan has not been submitted.
Sedimentation and Erosion Control Plan
A sedimentation and erosion control plan will be submitted to the NC Division of Land Quality to control
sediments and erosion during the construction phase of the project. To date a Sedimentation and Erosion
Control Plan has not been submitted.
Potable Water and Wastewater:
Potable water will be supplied to the project by Dare County and wastewater services will be provided by
the Town of Manteo via their central wastewater treatment plant.
Please review this application and contact the undersigned at 252.261.3300 with any questions or
concerns, or if you notice any deficiencies that need to be addressed. Please note, copies of the certified
mail receipts and response from one of the adjacent riparian property owners have been included as
Attachment 3. A letter from the Ecosystem Enhancement Program (EEP) accepting payment for
riparian wetland impacts associated with the required wetlands fill for road crossings has been included
as Attachment 4. In addition, a letter form the North Carolina Department of Cultural Resources (NC-
DCR) recommending a comprehensive archaeological survey of the properties has been included as
Attachment 5. An archaeological contractor has not been contacted to perform the survey as of the date
of this letter. However, an archaeological survey will be performed as suggested by the NC-DCR. An
aerial photograph taken post Isabel of the area has been included as Attachment 6 as a reference for the
coastal wetlands boundary as discussed in our July 13, 2004 meeting on site. Enclosed as Attachment 7
is a copy of the deed for the subject properties.
3
Please do not hesitate to contact the undersigned at 252.261.3300 if you have any questions or require
additional information to process this permit application.
Sincerely,
Quible & Associates, PC
Warre adus
cc: file
4
Harry B. Schiffman
Salty Dawg Marina
PO Box 125
Manteo, NC 27954
June 22, 2004
TO: NC Division of Coastal Management
RE: Salty Dawg4Estoric Manteo-Property Access for Major CAMA Permitting
I authorize Quible & Associates, P.C. to act as agent for the purpose of environmental permitting
associated with access to my properties referenced as the Salty Dawg Marina in Manteo, Dare County,
North Carolina. Required permits being sought include a Major CAMA,Stormwater Management
Permitting through NCDENR, DWQ, Nationwide 14 through the USACE and a Sedimentation and
Erosion Control Plan through the Land Quality Section.
Sincerely
1-tarry B. Schi

64
rV
Form DCM-MP-1

r
/N f-?U - - G f 52GG4
NAGEM"NT
(To be completed by all applicants)
1. APPLICANT
Zip 27949 Day Phone [phone]
Fax [phone]
a. Landowner:
Name Harry B. Schiffman
c. Project name (if any) Historic Manteo
Address P.O. Box 489
City Manteo - State North Carolina
Zip 27954 Day Phone
NOTE: Pennit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
Fax
Name(s)
Steve Daniels, R.V. Owens, III, Lionel Shannon
and Rex Tillett
a. County Dare
b. City, town, community or landmark
Manteo waterfront
Address P.O. Box 935
c. Street address or secondary road number
City Nags Head State North Carolina Greenville Street to Fernando Street along Manteo
Waterfront (Shallowbag Bay).
Zip 27959 Day Phone
Fax
Name Kitty Hawk Land Company
Address P.O. Box 229
City Kitty Hawk State North Carolina
Zip 27949 Day Phone
d. Is proposed work within city limits or planning
jurisdiction? x Yes No
e. Name of body of water nearest project (e.g. river, creek,
sound, bay) Shallowbag Bay
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Fax
b. Authorized Agent:
Name Quible & Associates, P.C.
Address 8 Juniper Trail
City Southern Shores State North Carolina
a. List all development activities you propose (e.g. building
a home, motel, marina, bulkhead, pier, and excavation
and/or filling activities.
Development includes construction of single familv
residential units, condominiums, retail shops
and associated infrastructure (roads, utilities etc.)
Dk d" RAsl" - "AR'NM /iREy.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
Revised 03/95
- - Form DCM-MP-1
c. Will the project be for public, private or commercial
use? Public boardwalks will be created, commercial
facilities (hotels, restaurants, shops etc.) and private
residential homes, condominiums and town homes.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.. h.
If more space is needed, please attach additional
pages.
The numose of the development is to create an
extension of the Manteo waterfront. The development
will be a mixture of commercial and residential
properties with a sound front boardwalk and
recreational areas. Construction methods will include
grading and filling of areas with conventional
eqwipment.
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 21.6 Acres
b. Size of individual lot(s) 22 (7,500 sf.) residential lots;
3 (6,000 sf.) Condominium lots-, 2 (10,000 sf.)
Condominium lots; 6 (1,500 sf.) Retail and apartment
lots; 1 (1,900 sf.) Ships store; 2 (6,600 sf.) Hotel lots
and 4 Retail and condominium lots ranging in size
from 4,500 sf. To 6,055 sf.
c. Approximate elevation of tract above MHW or NWL
4.5 ft to 5.0 ft. above NWL.
d. Soil type(s) and texture(s) of tract
Uplands are classified as Psamments (dredge snoils
and the wetlands on-site are classified as Hobbony
mucks. Tvnical textures would vary widely for the
Psammments and mucks.
e. Vegetation on tract Dominant species include
Phravnites australis. Juncos romerianus , pine trees
and open maintained grassy areas.
0
f. Man-made features now on tract Marina office and
ships store, dry stack storage building, marina slips
and docking. two home sites, gravel and paved roads.

AUG 0 5 2004
g. What is the CAMA Land Use Plan-land classification of
the site? (Consult the local land use plan.) J Ty
x Conservation _ Transitional
x Developed Community
Rural Other
How is the tract zoned by local government?
B-2
i. 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?
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 x
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)-.
m. Describe existing wastewater treatment facilities.
Wastewater is currently handled by the Town of Manteo.
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.) There will be no septic
discharges. All wastewater will be handled by the Town
n.
of Manteo. Stormwater will be handled on site'and
surface waters will be directed away from Shallowbag
Bay into stormwater infiltration basins-Please see
enclosed grading and drainage plans for details. A site
specific stormwater management plan will be created as
art of the development.
Describe existing drinking water supply source.
Drinking water provided by Dare County.
Revised 03/95
Form DCM-MP-1
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
° A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
An accurate, dated-work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 %z" 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 Luther H. and Helen Daniels
Address 100 Greenville Street, Manteo, NC 27954
Phone
Name Town of Manteo
Address P.O. Box 24 Manteo, NC 27954
° A list of previous state or federal permits issued for work
on the project tract. Include permit numbers, permittee, and
issuing dates.
SAWC081-028-0212 Issued to Salty Dawg Marina on
December 24, 1981. USACE 56-74 issued to Harry B.
Schiffman and subsequent 12 renewals. 12h Renewal dated
May 10, 1991. USACE 56-88 issued to Harry B.
Schiffman- amendment issued April 26, 1988.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR) to
cover the costs of processing the application.
° A signed AEC hazard notice for projects in oceanfront
and inlet areas.
° A statement of compliance with the N.C. Environmental
Policy Act (N.C.G.S.113A - 1 to 10) If the project
involves the expenditure of public funds or use of public
lands, attach a statement documenting compliance with the
North Carolina Environmental Policy Act.

, Ur, 0 2G04

I
Revised 03/95
Form DCM-MP-1
I
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 23 day of June , 2004 .
Print Name Warren Eadus
Signature v
Landowner o uthorized Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each fonn.
AUG O 2004
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
i
U!" 7
0 . ZOu
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. 2, DISPOSAL OF EXCAVATED
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Final
Length Width Existing Project
Death Death
Access
channel
MLW or
?NWL?
ARZA
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excludinry
shoreline
stabilization)
g301 ioo` -9' - $'
#cc,/ 4o / -
180 /oo

4.0'
across
entire
site ±8.0' across
entire site
MATERIAL
a. Location of disposal area All excavated materials will
remain on site and be incorporated into grading and fill
plan.
b. Dimensions of disposal area Uplands area-14 acres
c. Do you claim title to disposal area?
x Yes No
If no, attach a letter granting permission from the owner.
d. Willa disposal area be available for future maintenance?
_ Yes x No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
Yes x No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization: NA
Bulkhead Riprap
1. EXCAVATION
b. Length NA
a. Amount of material to be excavated from below MHW or c. Average distance waterward of MHW or NWL
NWL in cubic yards NA NA
b. Type of material to be excavated NA d. Maximum distance waterward of MHW or NWL
NA
c. Does the area to be excavated include coastal wetlands e. Shoreline erosion during preceding 12 months
(marsh), submerged aquatic vegetation (SAVs) or other None reported. Excluding wetlands areas, a majority
wetlands? _ Yes x No of the property is bulkheaded. There is no evidence of
shoreline erosion observed in the last year.
d. High ground excavation in cubic yards -800 cubic yards (Source of information) Property owner-visual inspections
Revised 03/95
f. Type of bulkhead or riprap material Existing bulkhead is c. Will wetlands be crossed in transporting equipment to
concrete and wood. Riprap is concrete. project site? Yes x No
1
g. Amount of fill in cubic yards to be placed below water level
(1) Riprap NA
(2) Bulkhead backfill NA
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Type of fill material NA

i.
Source of fill material NA H i4RR Y 13•
Applic t p2
11 Scti -ig itM,4nl
ame
SSigtiJhp be
4 OTHER FILL ACTIVITIES ?? fob cR g a00
. Date
(Excluding Shoreline Stabilization)
Form DCM-NIP-2
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 Approximately 14.00 acres
of uplands will be graded to an average of four feet
above existing site elevations, excluding those areas
AUG 0 ' 2 0'0j 4
depicted for use as stormwater impoundment.
Approximately 0.09 acres of Section 404 wetlands
will need to be filled for a road crossing. The area
to be filled is outside of the 75' AEC.
(3) Purposeof fill Fill will be used to create desired
topography necessary for the proposed commercial
and residential development. Wetlands fill is
required for road crossing and building construction. RECEIVED

b. Will fill material be placed in coastal wetlands (marsh),
SAVs or other wetlands? COASTALIMMAGEb er4T,
x Yes No -BLIZAEETHC. y
If yes,
(1) Dimensions of fill area 0.095 acres
(2) Purpose of fill Road crossings
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? A site specific sedimentation and erosion
control plan will be drafted and adopted prior to grading,
excavation and fill activities. The sedimentation and erosion
control plan will include silt fencing around the extent of the
site.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Dump trucks excavators, and conventional construction
and grading equipment.
Revised 03/95
Form DCM-MP-3
UPLAN.D
t,
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.
b. Number of lots or parcels Maximum 123 lots.
Currently 106 residential units, 17 commercial or
retail units (including overhead apartment units).
c. Density (give the number of residential units and the
units per acre) 106 residential units approximately 5
units per acre.
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 14 acres of total uplands. Grading
plan will bring site to a maximum ±8 feet elevation.
Estimated 750 cubic yards to be excavated, area of
excavation includes those areas proposed for
stormwater impoundment (9,926.5 sq. ft.) assuming
existing elevations to average 5.0', and excavations to
terminate at 3.0'. Elevations given in feet above sea
level.
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
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. Asphalt,
concrete and paver stone.
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. 23% within NWL.
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.
All sewage will be handled by the Town of Manteo.
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 industrial or commercial effluent. Storm water
and surface runoff will be directed to retention ponds
located on the western portion of the development. A

Revised 03/95
Type and number of buildings, facilities, units or
structures proposed 22 single family residential
homes, 6 town homes. 3 condominiums with 4 units,
2 condominiums with 12 units. 6 retail stores with
overhead apartment living or 6 additional single
family residences, 6 commerciaUhotel facilities with
Form DCM-MP-3
'UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
site specific stormwater control plan will be
developed.
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Drinking water provided by Dare County, which
receives its waters from a series of ground water wells
throughout the County.
m. Will water be impounded? x Yes No
If yes, how many acres? --023 acres
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
I4AR Y 13, SClrIFr-A44cJ
Appl' t Pro' , ame
U
Signs ur
oc,-ko 6 ere / T ? a-oo 4J
Date
2CC
RE+"EIVE0
OCT 19 2oPA
COASTAL;11X1NAGEMENT
IL'I'l1' H,CITY
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
Dock(s) and/or Pier(s)
(1) _ Commercial X Community _ Private
(2) Number Al 1 +?-
(3) Length
(4) Width ?f T
(5) Finger Piers Yes X No
(i) Number iv(of
(ii) Length ?v
(iii) Width Fit-
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 36
(iii) Width 16
(7) Number of slips proposed NA
(8) Proximity of structure to adjacent riparian
property lines
Structure will connect development
boardwalk to Town of Manteo boardwalk.
Entire boardwalk will be deeded over to the
Town after construction. As shown platform
will be 576 square feet. ,
(9) Width of water body Shallowbag Bay r/000
(10) Water depth at waterward end of pier at
MLW or NWL Approximately 2'
Boathouse (including covered lifts) NA
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.) NA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys NA
(1) _ Commercial -Community _Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
NA
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline NA
f. Mooring structure (boatlift, mooring pilings, etc.)
NA
(1) _Commercial -Community_ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
N/24
,57,91Z I6 m Ai?lt.,->
App ica t r Project Nam
?C ? I, c. ? ?J.
Si a ur
`7/a44-
Date

Revised 03/95
77 7 77: 7,
J 111
r?0?a ' ?• •\ H \'? Ufa- ?/• A \ ,?•• +++; ?? (? `•? ' u ?
\O A .• %C\ \ x ??}++ jar.?•i'
li u f, JC?z-i?%oc•) b?ot ersVineyardtr:i f;r,11.,.- r:
Baum Point
l ?1
U&hV
///1 •-? 1119?r" }] I t al? •`,`..` 1 \? ! ?l/_ jtO Jr?\?Pp? _
- -psi \! ?i • 'I. ^?? ', ^? 1' ? i `? r j/ \\ \
IALANTFO
\ t0.1 b? \ ?•. ,'? t ?' ;`? {I3M 5t s /// \\\\ w
??.• it .n __ i 7 // \\
`.`s? ' it a a('": _ :? fi • . {1?em ?•i: •? "' j i '/s ?\ Ballast +?\
J N =s;? z? t I ,:c• f h _ ` ?jaca ` Point
•" SS's ? rf .`•t f ?,' ?' !!! ••?
`.' w, •" r?? ? : c; .i1r 1 i1 , j?. '` v,? ?, (' ( i//4` % ` aLight
^'? i `` ?.?., } • o •.•? + ,' .:, ^ Sandy Point G,Q\o? B %y
Sh,41Iowbag Bay j 5
a Liahtryi ' - 6/
aye k °
z
r_.alif? ornia ?i:, d6 s J..` ij?_:h? \
- •r • it IWcll Field``
ii 8 _ 'k\ Site
-
-a M,
BM a
Sand Poinhj;-, - - -
Ashbee Harbor.. ? Skyco yGo-:.,?s?a.
Pier Ruins \ •L, S 1 . 1
Name: MANTEO
Date: 6/24/104
Scale: 1 inch equals 2000 feet
Location: 035' 54' 14.6" N 075° 40'01.3" W
Caption: Project Location
Salty Dawg Marina
Resolution 2044-04
Water Accts;
Whereas, the Town of Manteo is an iaoorpmmnd Municipality in pare Conuj!y North Chromlina; and
Wb=ca4 both the economic and cdtumlhistory of the Town of Manteo have bees closely tied to the waters ==undiug
Roanokra Island since tbo =cheat settlcm=t of this =&Lon, and,
Wberms, commercial, rcreationg and milimry water and water craft havo depended on both natural and =Sk=rcd
chanuds for lit =IIy hundreds of ycars; and
Wberras, it is critical for the hcaltb, ;afzty, and SveU= of this region that both the historic natural channels and man made
cbsn=is be maiutaincxt and
Whereas, the Town of Mantco has bistarically been a boating community having a long, history of mnrinc design and
eonstzuetio4 a bamcport lot many worldngboats, and destination for ire casingmunbcrs of raieatioAdboam; and
w1ltttas, the eonfinncd nerd improved safo access to tbo Towns sborrlinc will imrcu and pttunota the Confirm,, n r our
Mantco's boatingheritD$Z,md ..Whereas, ample reso =s for tho safe mooring of boats is also nca°ssary.for the mntinua= of cu maritime traditions; and

Whiners. the continued access and inq==mts to these swat= is a auml armpcneutiathe maintmance andprvmotion of
the hailth, safety, and wellam of all those who live, worts„ and visit in the Town of Mantco; and
VVhcrz:is,' it is the duty and respoaability of the Board of Cammissior=s ofthO Town of Mauteo to promote and. det"rnd those
iss= promotingthe safety, hea.1 h, and welfare of our re*dc= and visitors -
Now, Thetzforz Be It Resolved that the Town of Manteo Board of Commisdoncrs endaMes and supports the mnintanaaCp
through dredging and ufl= morns as n=mq ofbotb the historic natant channels and maa made channels iatho waters sarrounding
Roanoke IsUA
Be It FLufl= Resolved, thatthe Town of Mantes Begird of Commissioners cadorsts the prwAsioa of zxpandcd opportunities
for wattcr based rational, comtnardg sad cultural acdviti % by nelmowledgurg the need and benefit of expaadod opportunities for
addltlonalwater uftmwdngf8C1Wesandtheestzblishmeatandmaint=a=ofampledepthsfor w==4 navigWon=d mooring
along out Town's shorn line, -
Adopted this t1a,30' day of March 20 04,... , .
4 %144IN
0
John W IV Mayor

?' ??`'"'??? udleigh Street • P,O, Box 246 • Manteo, North Carolina X7954.252-?73-2133
'??' Website: townofmanteo.com a-mail: info?townofmanteo,com
w r
Quible
Quible & Associates, P.C. P.O. Drawer 870
Kitty Hawk NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: [phone]
SINCE 1959 Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lossitec C.E.P.
June 23, 2004 Eduardo J. Vaidivieso, P. E.
ASSOCIATES
Joseph J. Anlaut P.E.
USACE-Ecosystem Enhancement Program Katherine C. Morchello, P.L.S.
1619 Mail Service Center David S. Neff
Raleigh, NC 27699-1619
Re: Historic Manteo Waterfront Development
Manteo, Dare County, North Carolina
Dear Sir/Madam:
This letter serves as a formal request to mitigate wetlands fill by contributing to the Ecosystem
Enhancement Program (EEP). Kitty Hawk Land Comapny et al. are developing a 21.6 acre parcel of
land in Manteo, Dare County, North Carolina as a residential and commercial extension of the Historic
Manteo waterfront. There are 14 acres of uplands and 7.59 acres of wetlands currently on the parcel.
Quible & Associates, P.C. has prepared a Nationwide 14 Fill Permit Application for Kitty Hawk Land
Company et al. A majority of the wetlands on site are coastal wetlands and are therefore not eligible to
be considered as mitigation through preservation by conservation easement.
The Nationwide 14 Fill Permit application proposes to fill 0.095 acres of Section 404 Jurisdictional
Wetlands. The fill is required to connect roads that already exist and are maintained by the Town to the
roads that will service the new development. There are not enough remaining Section 404 wetlands on
the parcel to mitigate the proposed fill through a conservation easement at an acceptable ratio (10:1).
Therefore, it is proposed that a one time 0.25 acre contribution ($3,000.00) be made into the EEP as
mitigation for the proposed wetlands fill at the site.
A copy of the Nationwide 14 Fill Permit Application has been included for your convenience. Your
determination of the developers eligibility to contribute to the EEP as mitigation alternative is essential
in determining if a Nationwide 14 Fill Permit can be issued. Therefore, your timely cooperation in this
matter is greatly appreciated.
Sincerely,
Quible & Associates, P.C.
Warren Eadus
enc: Nationwide 14 Fill Permit Application
cc: Kitty Hawk Land Company- Po Box 229 Kitty Hawk, NC 27949
Harry B. Schiffman- Po Box 489 Manteo, NC 27954
R.V. Owens, Rex Tillett, Lionel Shannon and Steve Daniels- Po Box 935 Nags Head, NC 27959
file
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
July 2, 2004
Warren Eadus
Quible & Associates, PC
P.O. Drawer 870
Kitty Hawk, NC 27949
Subject: Project: Historic Manteo Waterfront Development
County: Dare
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for riparian wetland impacts associated with the subject project. Please note that the decision by the NCEEP to accept the
mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of Engineers and
the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies to determine
if payment to the NCEEP for impacts associated with this project is appropriate. Further, it is the understanding of the NCEEP that
the rules of the NC Coastal Resources Commission, as implemented by the Division of Coastal Management, allow mitigation for
impacts to coastal wetlands only for projects that will have public benefits, as determined by the DCM, provided that the public
benefits clearly outweigh the adverse effects of the project, and further, that all reasonable means of impact avoidance and
minimization have been incorporated into the project's design.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401
Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated June 23, 2004, the wetland restoration that is necessary to satisfy the
compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of mitigation that
the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Riparian Wetlands
(acres) Riparian Buffer
W)
Impacts 0.095
Mitigation Maximum 0.18
The riparian wetlands mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for
impacts associated with the subject project in Cataloging Unit 03010205 of the Pasquotank River Basin. The mitigation will be
performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural
Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely, ' n
X06wLtfl
Deborah D. Anderson
In-Lieu-Fee Administrator
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
William Wescott, USACOE-Washington
Tom Steffens, DWQ Regional Office-Washington
File
NC DENR Ecosystem Enhancement Program
1619 Mail Service Center. Raleigh, North Carolina 27699-1619
Phone: [phone] ; FAX: [phone] Internet: h2o.enr.state.nc.us/wrp.1
4.1'-. J
NorthCarofina
vVaturally
Quible
Quible & Associates, RC.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
SINCE 1959
May 21, 2004
Ms. Renee Gledhill-Earley
NC Division of Cultural Resources
Historic Preservation Office
MSC 4617
Raleigh, NC 27699-4617
RE: Major CAMA Permit, Historic Manteo
Dare County, North Carolina
Dear Ms. Gledhill-Earley:
P. 0. Drawer 870
Kitty Hawk NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lossitec C.E.P.
Eduardo J. Valdlvieso. P.E.
ASSOCIATES
Joseph J, Anlaut, P.E.
Katherine C. Marche(lo, P.LS.
DoNd S. Nutt
A Major Coastal Area Management Act (CAMA) Permit for an expansion of the Historic Manteo
Waterfront is currently being prepared by Quible & Associates, P.C., (Quible). The 21.6 acre tract fronts
Shallowbag Bay and is comprised of three parcels currently owned by Mr. Harry B. Schiffinan.
Proposed future development will be an extension of the Town of Mantco waterfront, which will include
retail shops, hotels, condominiums and up to 22 single family home sites. The development plan has been
given preliminary approval by the Town of Manteo. A resolution entitled Resolution 2004-04, Water
Access supporting this type of development was adopted by The Town of Mantco on March 3, 2004.
Please find enclosed a vicinity map and a conceptual site plan overlain on an aerial photograph showing the
water front expansion. The purpose of this correspondence and associated documentation is to familiarize
the Historic Preservation Office with this project. It was suggested by Charles Jones, the director of
CAMA, that Quible contact the Division of Cultural Resources in reference to this proposed development.
Therefore, as a proactive measure, Quible respectfully requests any relevant information the Division of
Cultural Resources may have pertaining to the specific areas identified on the attached maps. Your timely
cooperation in this matter will be greatly appreciated.
Please do not hesitate to contact the undersigned if you require additional information or have any questions
or concerns.
Sincerely,
Quible & Associates, P.C
r-
Warren D. Eadus
ene: as stated
`??5 a SrA7F o
North Carolina Department of Cultural Resources
State Historic Preservation Office
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
June 22, 2004
Mr. Warren D. Eadus
Quible & Associates
P.O. Drawer 870
Kitty Hawk, NC 27949
Subject: Expansion of Historic Manteo Waterfront, Dare County, ER 04-1489
Dear Mr. Eadus:

Thank you for your letter of May 28, 2004, and the accompanying maps for the above project.
A review of our files indicates that there are no recorded archaeological sites in the proposed development
area. However, the property has not been subject to survey by an experienced archaeologist. Based on
survey information from nearby areas, combined with the well-documented presence of early colonial and
Civil War period activities, the project area is considered to have a high probability for containing potentially
significant cultural resources.
Therefore, we recommend that a comprehensive survey be conducted by an experienced archaeologist to
identify and evaluate the significance of archaeological remains that may be damaged or destroyed by the
proposed project. Potential effects on unknown resources must be assessed prior to the initiation of
construction activities.
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
construction activities.
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at www.arch.dcr.state.nc.us/consults. The archaeologists listed, or any other experienced
archaeologist, may be contacted to conduct the recommended survey.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Office of Archives and History
Division of Historical Resources
David Brook, Director
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone]/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699.4613 [phone]/715-4801
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Service Center, Raleigh NC 27699-4618 [phone]/715-4801
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above-referenced tracking number.
Sincerely,
C6
avi Brook
cc: Doug Huggett, DCM
TYPICAL MAIN CHANNEL DREDGE CROSS SECTION
NW
EXISTING
BULKHEAD
NORMAL WATER LEVEL
/ BOTTOM OF CHANNEL
MATERIAL TO BE DREDGED/EXCAVATED
NOTES:
1. ALL MEASUREMENTS IN FEET RELATIVE TO
NORMAL WATER LEVEL
2. SUPS TO BE MUCKED OUT TO MAX DEPTH SW
OF 8.5' BELOW NORMAL WATER.
4. MAIN CHANNEL TO BE DREDGED TO 8.5'
BELOW NORMAL WATER.
RECEIVED
OCT 19 ZU,'4
COASTAL N4ANAGEMENT
ELIZABETH CITY
MOORINGG PILINGS\
SE
EXISTING
WOOD DECK AND DOCKING AREA
,c ,ax a
1
EXISTING
BULKHEAD
{
MATERIAL TO BE DREDGED/EXCAVATED
TYPICAL CROSS SECTION OF SLIP AREA TO MUCK OUT
NE
NOT TO SCALE
NHL
-8.5' NWL
i a
-ell C? I
H,
?
NKL)
MATERIAL TO BE REMOVED PROPOSED DREDGE DEPTH (-8.5' NWL)
RECEIVED
OCT 1 9 2004
COASTAL IOANAGEMENT
ELIZABETH CITY

3Cr %I=ATM OLWM
r EMW1WX
(A. 4A--
NOTES;
1, FLOOD ZONE ELEVATION (AE 9.0').
2. COMMERCIAL BUILDINGS AND CONDOMINIUMS (NO PARKING)
FINISHED FLOOR ELEVATIONS MINIMUM 9.5'.
3. BUILDINGS WITH PARKING UNDERNEATH FINISHED FLOOR
ELEVATIONS -17.5'.
3. PUBLIC BOARDWALK AS SHOWN.
,,.r 4. 30' VEGETATED BUFFER AS SHOWN.
5. APPROXIMATELY 4.5 FEET OF FILL ACROSS SITE.
6. ELEVATIONS IN FEET ABOVE SEA LEVEL.
-2s'
- - - - - - - - - - - - - - - -
_?- ------ --- --- ---- ----- ----
CONDOMINIUM DETAIL WITH UNDERNEATH PARKING
f
AVG 3' ABOVE WETLANDS
GAZEBO DETAIL NTS
Jr VMUA= MWFO
r BGIeTNIx I

rrm%im uvm none V"
kn n
l
FM*D PM W UNM 0"AM

nw%im w+w n m avAnom Mp. 9.7'
W,?.o7 :?:. ,. ;;.''<` ,::?iti:•a's.`,'?a$r?;'Eg!5??C4'x??0;'?`z'??'' "'??:
: (d. 4.5
----- -------
°rs---------_ - -------_- ---__---
CONDOMINIUM M DETAIL WITHOUT PARKING
p e
!) ?E7eE?f1?
ijll
I??LLI^
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i
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: Jim Mulligan
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Historic lianteo Waterfront c/o Harrv Schiffman
Project Number 04 1827
Recvd From DCNI
Received Date 11/12/04 Recvd By Region
Project Type commerical and residential
County Dare
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA Waters PT'_ O N ? 30-21-3 sc F 30,151. 2.00 F
Mitiqation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON Recommendation: O Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Issue w/cond: Valid stormwater management plan and permit required for proposed project
cc: Regional Office Page Number 1
Central Office
Facility Name Historic Manteo Waterfront do Harry Schiffman County Dare
Project Number 04 1827 Regional Contact: tom steffens
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
IN REPLY REFER TO
Regulatory Division
Action ID No. 200510053
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
January 11, 2005
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
Hestron Plaza IL 151-B Highway 24
Morehead City, North Carolina 28557
Dear Mr. Huggett:

JAN 13 1005
V%r W DSAN STOR "" A7-ER QUALITY
Reference the application of Harry Schiffman for a Department of the Army permit to
undertake maintenance dredging activities within an existing basin and access area, and construct
hotels, condominiums, retail shops, access roads, and residential lots, on property located at the
Salty Dawg Marina, 310 Fernando Street, adjacent to Shallowbag Bay, in the Town of Manteo,
Dare County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
3. In order to protect juvenile fisheries resources, no excavation or filling will be permitted
between the dates of April 1 and September 30 of any year without the prior approval of the
North Carolina Division of Coastal Management.
-2-
4. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour and any regularly or irregularly flooded vegetated wetlands.
5. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour within adequate dikes or other retaining structures to prevent spillover of solids
into any vegetated wetlands or surrounding waters.
6. No excavated or fill materials will be placed at any time in any vegetated wetlands or
waters outside of the authorized areas.
7. The Permittee shall mitigate for 0.095 acre of wetland impacts associated with this
project by payment to the North Carolina Ecosystem Enhancement Program (NCEEP) in an
amount determined by the NCEEP sufficient to perform 0.18 acre of riparian wetland restoration
mitigation in the Pasquotank River Basin (HUC 03010205). Discharge into wetlands on
permitted projects shall begin only after the Permittee has made full payment to the NCEEP, and
the NCEEP has made written confirmation to the District Engineer, that it has received payment
and agrees to accept responsibility for the mitigation work required, pursuant to Paragraph IV.D
of the Memorandum of Understanding between the North Carolina Department of Environment
and Natural Resources and the U.S. Army Corps of Engineers, Wilmington District, dated
November 4, 1998.
8. Excavation will not exceed -8 feet below the elevation of mean low water (MLW).
9. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands are not authorized.
10. The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
11. This permit does not authorize the interference with any existing or proposed Federal
project, and the permittee will not be entitled to compensation for damage or injury to the
authorized structure or work, which may be caused from existing or future operations undertaken
by the United States in the public interest.
12. No attempt will be made by the permittee to prevent the full and free use by the public
of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must
not interfere with the public's right to free navigation on all navigable waters of the United States.
-3-
13. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
14. The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this requirement if
he abandons the permitted activity without having it transferred to a third party.
15. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
"4_41
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
-4-
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
ALBEMARLE
SOUND RDANDKE NOTES: ~ o Z Vr N
SOUND MANTEO ZZ i
SITE ENLARGED DETAIL SHOWING AREA OF SECTION 404 WETLANDS RROPO ,TLANDS PROP " ' Z a N OSED FOR FILL g ~
TOTAL SITE AREA: 940 781 SQ.FT. 21.6 AC. * iF v C VM'..yi77L Jfif.Yl~ pTr.RNY U ^ N 0
l~l~i'GAFM GWO 2 / ~ V! XY L
TOTAL AREA OF UPLANDS: 609,957 SQ. FT. 14 AC. A 1 Z_ L.I / V/ FU ~t
TOTAL AREA OF WETLANDS: 330 824 S . FT. 7.59 AC. ' o Q J Z ~ W 9 30 FEET VEGETATIVE BUFFER c
CROATAN ' , •~I z ~ ~
SOUND RDANDKE TOTAL AREA WITHIN 75 AEC. 218,732 SQ. FT. i ISLAND i ARFA 2 A7J ~ J ~ c / PIQOP05Ed1 O.GbS ARF~4 TD BE' FILLED FOR ROAD GWfTM NATIl.Y~19'!JE I4 G n
TOTA UILDING COVERAGE WITHIN AEC: 3 699 S . L B 8, Q FT. U1 Z '
TOTAL PAVED AREA WITHIN AEC: 12,355 SQ. FT. - Z ~ N ~ ~~~,...re'_ - , , , , , , , . 75 FEET CAMA AEC BUFFER ~ Z ~ W
TOTAL IMPERVIOUS AREA WITHIN AEC: 51,054 SQ. FT. 23~ 3 r W~ W
Z ' ~ ~ 45.40 ~ ! _ ~ I_ ~w m
TOTAL IMPERVIOUS AREA OF RESIDENTIAL LOTS NOT TO EXCEED 30~. - _ 0 I Z W a
TOTAL LINEAL FEET OF PROPOSED BOARDWALK: 2 447 FT. 8' FT. WIDE i - - J~1
WETLANDS
WANCHESE TOTAL AREA OF GAZEBO PROPOSED: 1,617 SQ. FT. ~ ® o ' m-
TOTAL STORMWATER IMPOUNDMENT AREA: 12,302.5 SQ. FT. -
HA TO TIN E o ;-I . NO PROPOSED C NGES EXIS G SLIPS XISTING SLIPS AS SHOWN. ~ ~ z o
, PROPOSED WETLANDS FILL OF 0.095 ACRES FOR ROAD CROSSING ~ ~ i;~ ; I ~ WETLANDS AREA PROPOSED FOR FILL 0 005 ACRES Q i' ~;'~~J
rn . '
SEPARATE NATIONWIDE 14 FILL PERMIT APPLICATION WILL BE FILED. N ~
} ) - - - nP TYP ~ PROPOSED MITIGATION FOR WETLANDS FILL CONTRIBUTION TO ECOSYSTEM ~ ~ TYP) ~ ~ i W
'I ENHANCEMENT PROGRAM EEP. ~ AREA PROPOSED FOR EXCAVATION TO ~ CREATE
i STORMWATER RETENTION P ONDS
APPROXIMATELY FOUR FEET OF MATERIAL. WILL BE PLACED OVER - r--
f14 ACRES ENTIRE UPLANDS AREA OF SITE LESS THE AREA _ - w z o~ o J~ J
--r_ ~ EXCAVATED FOR THE STORM WATER RETENTION PONDS 90,364 CU. - 6W~w JUU Z a' ;KW03Kwi I _ y rm
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TOWN OF J~9ANTE0 I I ; ~
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I MARION MIGi5FTT NB ) I (DB 659, F'6 413) i ~ ~ - - - _ a III _
1 N/P ~ lbi9 0178 F5 OA73) lDB 1248, R5 912) ZONE R-5 1 ' ~ PN21P 1 ERPCSTIAE MI,~TT IGNE R 5 ZOIE R-5 Gj I ~ L I 1', 1', EL I I \ 1
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Vl scAlz~eac~rll !be r9s3 A5 44J ZONE R 5 A~,1 Z(A2 ZOhE R 5 0 t~ O,G!?5 ~ AREA TO AE FiL15D ; 1 t LOAD GR055MN5 {1YJN NAT/GT+IMDE 14 11 i
1 ~ ZONE R-5 ~ > _ _ ~ EXISTING BULKHEAD 1 ,1 $
_ _ ~ I - • r - I _1-------'~___~----- _ .y-. ~ . _ _ ~ r,..... ~ / ~
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roe 19a1 ~ 170) , ~ ~ - T - ~ • - - - - - - ;
! 0 I ~ - - _ - m - - . - ~ 57 ~ SHIELD SWIMMING POQL FRS Z
~ Y. - - - - - - - - - ~ 55 ` 55 ~ ~ PEDESTRIAN `?IEW VIP. -
1_._.-- _ _ ~ - ' Ipg; O?` 54 59 ~~g(;D S~• I~ . LANDSCAPED OPAQUE BUFFEr, ~
r.~_ - - Genes . . - - 1 t _ Q ~ s~ z
_ . - 4 : - - Lot 6 Retsil ti » " ' ~ » ~ _ Lot S 6 63 61 _ ~ ~ - ~ O
- - 7,500-S.F. ~s3 • T ~ Q
~ Lot 4 Tsoo-s:F. » » - u s~ 'k - ~ - Lot 3 7590S.F. II SF ~ S.F. - ~ Lot Z 7,500-S:F. - SF *'S _ _ - 52 82 79 - ''••A.. L ROANOKE MAR5NE5 U 51 83 76 77 78 ~ PNQOSFD -
o- r>. Lot 1 7.500 S.F. . II SF» ~ 74 lg ~ ~ >n au>Idpuo LJGNTHa'lSE _ • ~
, , 7,500-s.F. - AREA ~ - ~ » SF» RVIOE _ , r POOL _ r-`,, ~ - x.150 O
. - SF _ - Q 4s . _ r 1
EASFLtENT - r~ 4e -
I _ - - - AREA 1 _ - - - _ SERVICE 73 • 1 t
It ~ ~ • 47 65 71
$1 ~ r, ~ '20 - , R - _ _ _ - 6 of - ~ ~ ® ~ ` (V~ 71 46 85 ~
Cosl?~ ~1l as sl 70
. - - - 6 C ~ ~ ~s~ 0,055 S.F. 5~•• ~ F es es b o 44 CA1CIi 69 ~ rM ~ QQ ~ 1
Lot- - ~ ~ ~ t COOS 1 h ~ ^ ~ ~ _ - - r - 'o ~ 30' WIDE PUBLIC PARK ` rei
- - Y.Ot~ ~ S.F. .5,7;10 ,~.F. 4 Lot-1® 7500 S.F. ~ EASEMENT (TYPICAL)
- - -Lot-9 ' " SF 1,a~c . I , _ 7,500 s.F. SF - ~ , 'VA~K ~ z a AEIE, ~ V _,r.--~ w v F-
~.Ot->s 7,500 S.F. 4, _ 7,500 S.F. SF - 1t; ~ i 1 ,~Q Z ~ ~J ~
v~ 7,500 S.F. - `24 ~ i gyp) O PEN . aI~dn ~ / U
SF - - PEN ppEN "~RF y Q 75' CAMA AEC W
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rnl 'bt~ PROPOSED BULKHEAD
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i l D WNIf' ' : , . ° , D4NdPStER P ~ 116 ~ 123 124 125 116 ~ % 125116 - i - 124 / .
FUNRE ENTRANCE ~ ~ . ;t ' e ~ - a z2 ~ 1zD 111 _ _ . I ` ~
COLLEGE OF THE ALBEMARLE - LOt PROPO~O . t . • PY , to I ~ ~~oa ~ ~
-1$ T , PAD o,) , toy T..: N / ~p ,tr s~e _17 -7,500 S.F. ;-"t> ti ~ r~ she S~`' ~ ~ ~ EXISTIWG BULKHEAD 0
Lot 16 _ _ 7,500 S:F~ » » l,c 1 ~ SF ~
l.Ot 1S 7;500 S.F. » » SF ~ " ~b ~ y ~ etas / APB ~ ~v . ~ ~ Lot 14 7,500-S:F.- II^FN , 1 ~ Y ~
~ Lot L3 - 1I ,1 ri:,~ ~ I - -7,500 S.F. SF e ~s' 1,500 SF. ~ ~ - W
' » II ~ •~.z M • • e ~ 'M 30' VEGETATIVE BUFFER ® ~
SF 135 ~;y~ w ~ d ~1 O
~ . _ - - - EXISTING POND ' ~ Q'
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1 - _ ,.n- O ~
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(DB 81, PG 141 1 - , _ ~ ~ ~ . Q' ac 30' WIDE PUBLIC PARK DESIpJED BY
- - 7,500 S.F. ~ EASEMENT (TYPICAL) EJV
- 7.500 S.F. » » '•.~>r 0 , ~ Lot_19 7sao s.F. SF ~ ~ .r / DRAWM 8Y DSN
~ I 4 S 6 I 7,500 S.F. SF r^ ~t . , ~ 1~.,,1 _ - CtECKED BY - EJV
1 i • II~FN t 1 ~V a./ ~ v~ ~'~I ' -V ~ ' I _
~ ~ ISSUE DATE
ll~ /17 /f1A
vZ./ I I/ vY
CDNl;Rf1E ,T.,.M,-•'"q ~ 44 _ 152 ~ J ? 153 $ r 1 V.I 3 ~p i SHEET NO.
4- M 155 - f- . . I paoPOSEO SCREENED J• 1 GRAPHIC SCALE
1 1. (114) MAVS9ER PAD ( } PROPOSED BL ' y 9~ r 1 161 i6D 159 158 157 J' i 50 50 u 100 ROPOSED BULKHEAD L
~S, ash 166 164 163 16 1 I I 168 167 F
• 171 170 1 - y - R•1 `y ® e
75 171 173 1 i' - 11 - lL. 7 d e ( IN FM
PFAVOSM 1 inch = 50 ft
DRAWING FILE: SKETCH PLAN M1P STA11011 I ~_LLL EXIS'f1NG BULKHEAD
PLOT SCALE: 1"=100' rrg,nall Etc+ r Li: OF SHEETS

- ..SF., narr~wk* _ 7 ~ gas
-
+ 1 - ~hcE _ - - - -
I I . EA~~T _ ~ ' - ~ L32 z ~ ~ e z cs c ~ m ~ a N
Y.! O ~ ~ ~ I i w N
I - I , - ,~,'.;F; ~ • ! : ! 30' VEGETATIVE BUFFER m N m
ET VEGETATIVE BUFFER - - - T 30 FE
DARE GCXAdT1' BOARD OF EDiGATKdV - - - I ~r;l i f_~ ql I LA ! o Lat 22 1,~ ~ ~ ~ ~ z m
IMArr>r-o r~vv~ ~raxl I t ~ - L0~ :21 ~ A 7,5 7,50Q S.F. ~ ~ ~ N ~ ~,,.t t - Sri z wn a
zoA~ B-2 ~ ~ q - ~ IAt_ ~ 7,500 S.F: Y y n n (i'G 5L 51D I y I O ,"!i i IAC--~ 7,500 5.f. SF „ , _
75 FEET CAMA AEC BUFFER (DB81,P6147J I I ~ 5 ~ ~ ~,SDD S.f. SF
1 2 3 n T ~ ~ ;mow
0 ~ I ti , .,1 1 ~ ~ . , + 1 1 u ~ 'F.-. ,U ~ ~ N W ~ N r ~ 0
152 ~ z ~ Z
WETLANDS ~ _ r - ~4: _ - ~ ~r \ 153 ~ : r w L
FBI}ES l itu'aN N - rr- 3 ~ ~ i?~' _4 ° .a...- ' ~ g~ ~ . W 155 ~ ~ a • _ _ _
r: ~ ~ f: 1 ..r , z4 , 3~? .._l_...._ ~2 PROPOSF9 SCF~® , ~3S o TYP) PS1ER PAD (TYP.) "is: ..t_.__._ ~ ~ DUM + 59 15B 157 J' s i a 1 ' ~ _ 159 15B 157 E • ~ ~ _
~ t Pa ai 1 ' 161 160 1 w~ugwAY R~ , s. ~ = - 161 160 y _5' S
1 I .A _ S ds TIP} 166 ~ 164 163182 0.095 ACRES I 166167 WETLANDS AREA PROPOSED FOR FILL I 1016. 171 . ~ ~ p,~t5 ~
a`' ~S 175 174 173 ~ S'IDf(IIYb41E(t DRIVE' (~L_ 1147 _ ...~cL ~CGpDI-- r-. tL.. ..r..__~ a _G END- ~ 'gym e Z
~ y mti - ~.L..L_.._ ~ L.L.._ ~ e ~ a .a
' - PROPOSED '>=+L~L L L L ` g 'Pm PI111P STADON o j;
R A PROPOSED FOR EXCAVATION TO CREATE I , rL;LLLLJ •¦'11"~~'11,1~1,,-,,;~, ,d ° , a:; A E 111.1.11,d(.1:1 ~ F a W ~ Aoli~p~l,~~: l
+ (_l.r.LLL~ , i ? o w .,~re f!~'IIiY;C117 I;f'~,,, , 1 TORMWATER RETENTION PONDS iL4' L ~ ~ ~ - ~rtt~ ~ I l y 111?~Ld 1,:11 I~t I~.1 ~0 iai d ~ { y F 1~~ 1 P ,Fl T o. A ~ 1,1'y~l'~Illd~,il i L~RJ',:p141~f~1;~.;, ~.n; i W
,p la ~ ? ' ITL: - ,J is 15 14 ~ 30' WIDE PUBLIC PARK 1(!~OOG Srr. o ,
EXISTING BUILDING F- ~ J ~ ~ ,p i~ 9 - ° 117.75 SF WITHIN AEC , ~-L ,5 ~ ~ 13 a ~ ° i3,~ i0 9 EASEMENT (TYPICAL 14 12 ii
NOTES: 1 ~ ~ 4 , ~ ,s , I I 4 176 ~ ~ 5 1B ~1i 16 1~ a V
1 177 4LL 3 ~ i r-------------- I`-~ ~ A r • ¦ PROPOS~E~D O ~ O SHALLOWBAG BAY ~ w Nw ~ ~ ~ ED BULKHEAD '9 v ~ aW03aw
TOTAL SITE AREA: 940 781 SQ.FT. 21.6 AC. ~ LhLLI 176 5 i. _ -"----------__1_ _ ~ Y11pE PRDPOS RK EASEMEN p WIDE - _ _ _ . w~ N$~~~ PUBLIC PA . ~ a boo-zdw
+ LV - + • - 30 I L Ps5 gT9RAPr ~ fn a 1 - - ~ I` I E I ~ I I I 1 ~ I? I ~ ~ ~~'„;,~~i,rrr+raai+Y'+ - ~v ~tb N a av,oasN``m4 WALK ~ ~ 1 _ W w O ~
c w01 TOTAL AREA OF UPLANDS. 609 957 SQ. FT. 14 AC. f _ ~ - _ _ ~o ~ ~ Y :I h( , a "h~ - s I 1 a I I 11 - _ 8 YID ,r;~. I l i I s- ~ :~.EVAx3Ri. 4 F - = I I © ~ 11 6 ~j 5 I I 4 v 3~ ~.~cs'szs+rY'asts Puguc wasw _ v w¢wOaSz~a
TOTAL AREA OF rNETLANDS: 330 824 SQ. FT. 7.59 AC. ~-L - ~ a` ~ ~ II W 2 ti , I C , ~ 179 - e [0 ~ fr° 11 , _ v i Za w~~40~~
, ILL; ~ a II - ~a wowOa ~So "i a fz~dz,-zw r
TOTAL AREA WITHIN 75 AEC. 218 732 SQ. FT. ~~L~, ~ ' I !FLU s U m UwNF l: I O Om~j. dJIHN
C: 9 SQ. FT. I 1 , ~~LLh ,e, ~ E-= TOTAL BUILDING COVERAGE WITHIN A t : , ,62 III~.LLI{ ~ a In U i O o3-~3 J ~ `~a~O ao5
A C: 12 355 S . FT. `~LL~ .5 _ _ _ TOTAL PAVED AREA WITHIN E Q F - _ 4 ~ 6 48 ~ , a 45 ~ 46 ~ 41
1 ~LLL j T 11 - n ~ ~ 43 44 ~ ! ~ 7 ~ W~ 42
TOTAL IMPERVIOUS AREA WITHIN AEC: 51 054 SQ. FT. 23~ ~ : w m - , 1 lERI a -------3 6428 >d 183 r- W ~ ~ n ~ ~ ~ 7 u38 u 39 40 W 41 „_'3~__..5? ..._u-^- i 7 ~ 3g ~ 37 m _,.A..._ r. 0 ~ ~ 4 4 r 1 ~ 33 =''34 X35 m m.• _3'__-.t.^-~..*~_e. ~!rd - -
PERVIOUS AREA OF RESIDENTIAL LOTS NOT TO EXCEED 30~. L~ - o , TOTAL M ~ 4,:: ~ _ ~ , , + : DRIy~ ~ ~ g a 30' WIDE PUBLIC PARK 4
h ~ - , EAL FEET OF PROPOSED BOARDWALK: 2,447 FT. 8 FT. WIDE ~T~1 , : ,65 D = EASEMENT (TYPICAL) ~ Y2 ©23 TOTAL LIN s+~+(~.) y ~ - - 20 21 ~ 26 ~ 27 ©2e ~ N___~~__,~.-- , ' ; I+~Nraea~r~wao~saNrsaNVU~,u, ©23 ©24 25 m - ~ ~ AIITdnoa~vM- 22 ~ - aN3a
r;L ~ o a cis
ED: 1 617 S FT. ~ i3 TOTAL AREA OF GAZEBO PROPOS Q. 4; _ ~LL - + I 5 to ~n KHEAV y_ x , ~Ol 7 I t~uN
TOTAL STORMWATER IMPOUNDMENT AREA: 12,302.5 SQ. FT. , : ~ = o _ _ 52 ! 1 , --~-o 1 Z
PROPOSED CHANGES TO EXISTING SLIPS. E~(ISTING SLIPS AS SHOWN. Lt~ ! . ~ ;~-,TD~R- ~ ~ = a >~I~ ~ spaces) N ~ , ~ p 15TIN6 PA i5 SpQ~e9) 53 ~ ~
I 1 ~~LL 167 ~ ~a k ~ ¦ ~ ~,~,r'J ¦ PROPOSED WETLANDS FILL OF 0.095 ACRES FOR ROAD CROSSING I , LLL ' ; : _ ¦ ,r rr~ru~nrr r Q ~ rrr rr ~ 1,31 ~ S w
r L'~ ,eg ~ _ , 9 = ~ FUEL PUMPS and 54 ~ ~ a EXISTING BULKHEAD
GRATE NATIONWIDE 14 FILL PERMIT APPLICATION WILL BE FILED. - , _ SEP - ,4 p ?,J- 1 ~ti0 , , ` e! _ 15 ~ ,g ~ 17 + ¦ SEWAGE PUMP OUT i ° 55
ITIGATION FOR WETLANDS FILL-CONTRIBUTION TO ECOSYSTEM 1 ~ ~ 10 = ~ to ? PROPOSED M R - - ° 9 ~ !
~'S• ~ ~ ¦ HANCEMENT PROGRAM EEP . ~ • :1 ? • 56 i
EN 1 ~ 1,1L,i , - i.11~,~~1'.,~L.1.1 1 1.1 1 1 1 1 ° 9 ~ ! - 1 PJ 1'i ~ i !
0 L27 APPROXIMATELY FOUR FEET OF MATERIAL WILL BE PLACED OVER _ _ 94193 + . ~ A...••- 191 s~ ~ ' ~ , i 1,'. i ~ . 127 .e.••'i 57 ~ r • . A.... ~ ~ e
±14 ACRES ENTIRE UPLANDS AREA OF SITE LESS THE AREA 1 • = : - ~--~Q~...-~~~'~~~,. + 1 0 _ ~0 r i .,,?3 ~ iii , 8 ~•---e--~ ~ , e' ~ ' _ :i 8 5g , ,
I ? - et ~ 125 _ ~ 1 i'~ ~
AT D FOR THE STORM WATER RETENTION PONDS 90,364 cu. ds EXCAV Y 4 ~ ~4.............- ¦ 59 ~ ~ _ i1 _ ¦ ,
EXISTI G Q , t ~y ti _ N BUILDING S UARE FOOTAGE WITHIN 75 AEC=1,736.65 S ~ ~-v- F~ ! Q ~ 60 ' i ~
AREA ,.164 aii , ' ! i - ° ~ -'--e-- -y !
~LLLG' sTDRACEO _ c-,` ~ 1 Ic,n llllnl - - - 1 - • 61 i
Fl + , rLLj~ ELEVATOR h~. ---a._._.. ~ ~ 111Ir:n?,uu,l,.,,,r~ _ ENLARGED DETAIL SH0IMNG AREA OF SECTION 404 WETLANDS PROPOSED FOR LL I : L _ _ „ , _ ...oQ ~ ~ _ - - - - _ r> ° 1 !
~_p_ ~ _ ~ ' PROPOSED _ . i lLi" ~O ..__r._~_._... , PILE SUPPORTED STRUCTURE - 62 ; !
I 1 1 AfTO _^i~_. ~ NORMAL WATER LEVEL s Q
k 9 EXISTING BUILDING Z
I , 1,618.9 SF WITHIN AEC ? f: X14. . J O
_ _ _ _ ~ • ~ Q U
, d + , maxi ~ , • •
• tY
L10 x _ e Lg ' I _asaa#aemasmam- ~.,ttr U7• ~ ~ J 1j••xmaaaaxmm aTl/'~3ST am= s mmxaam~ p~ ~ ? O
,1' 1 mmaxxaamama ~ ~ i ~L 1 mm:mars ~ i • ` h
} 11 / ~ 4 ~ ~ i •
i ~ ~ 1 PROPOSED BULKHEAD I
I ! t ~ AfiEAI( ~ + COASTAL WETLAND LIMIT APPROX. ? ~
A~.>l~0.09 To~F~LID r~ ~ AGREED TO BY CAMA 7/13/04 ~1
FOR ROAD GR056Hr15 1N F14JNOfi+YDE 14 u 1 u' ~ ~ 1
~ ~ ~ I' '
' . I ~ ,
_ . ---------L6 ~ J , / I~ I:I ~ ~ ~ s'? O ~
~ L ~ ~I i Z
' , PROPOSED OAipi I tl~ i BASS (iYP.) 1 t~ I ~ ~ ~ ? O
~ ~ ~I'~-I RRDPDSED / ~ U ~~t ~
4 s~niA'e~ PARCEL 1 ARCH 2,376 r e w
~ DB 402, PG 202 1 ( ) ~~t ~ Q AMA AEC ~ ~
4 75' CAMA AEC . ~ f ' ~ 30' VEGETATIVE BUFFER
~ , r , ? i °
L , a • - ~ °
~ ~ h~TLANDS + ~ , ' COASTAL It~ARSH
_ _ i I . ~ ~ 4f~4/GOASTfIL _ 1 ~ ' CANFIRI~~J BY G+aAGE .G~rN. 2G~3
- _ IIry--I t~,6f4.5.F. (16.40 AG,J ~ ~ - °
I `I~ RI - ¦
I - ¦
I I - ~ ~ ¦ Z
1 iu / ,I u ~ ¦ Q
, 4 ~ - ¦ ~ vii ¦ ~
I , ~ ~ w
- • ~ o _ , ~ Z
I - ¦ ~ o I Ir,l~e`1 1°~ ¦
s f, CQ4STAL /IE7lMf~1N~dV71~10 ' 1'
' ~ ~ lR~N181~GMi4 dY O'LEN94 r ~,warrelrt, 1¦t,t ~~''~t ¦ ~ 1 * t,t ~ ¦ ALBEMARLE
~j ~ SOUND ¦
-.e ~ RSDUNDE C()tiIkHS~DN ND. ~ r MANTEO
PRlJI•~.5BD 0.09 TO 8E FJLl.H) uo - - _ - - 1 F0l2 RDAD GROZ5/N5 hV7H AH4TlOhDVlDE 14 THIS AREA, PURSUANT TO ONSTE fdEETING ~ ~a,,r~r'r~r,r P02176 r,r~r~r'r SITE DESIGNED BY
SHALL BE VEGETAflVELY ~ WITH ?dANTEO OFFlgAL, y~r D +..rt~ ~ ENHANCED TO SHIELD/BUFFER RESIDENTIAL ~ r,r,? r,r EJV
LOTS ON GRENVNlE STREET FR0~1 VEHICULAR r'r~r~n? NORMAL WATER LEVEL DRANM BY
~ 1 ~ TRAFFlC ALONG UPPOWOC STREET ~ ts7.2a' 43,.86 ~f. (..00 AC.) L, L3 ~ u ® ....................................g...........-...............g..............-..............9 ' DSN
'TRADE Td COLLEGE (h" AI_REMARLE) ~ .............------....-is -------....6..........----......~ ..-.........-------a--......-..-----......... CHECKED BY
6.31 t 57 _ EJV CROATAN
" r - - SOUND ROANOKE ISSUE DALE ISLAND p2/~ ~t/p~
- -
- - GRAPHIC SCALE ~ SHEET NO.
HvF - 5YB0f. R055 r1UF 50 0 50 100 z
- - JOAN B. R055 LUTHER H. DAWL5 s
K/F fL SWORTH l ELLSNORTH MlDtriE17 f4F h LEN E. DANIELS Y E HOLLOk ELL JR. N/F MIF Ito 0000, P6 0201 (M 0120, P6 000q) -AW TATE 091322, F61721 z
LLOh1 LL NIF JOHN E. DIXON zap 9 2 ZOW B-2 roe X22 ~ 170) ZCW B-2 OB 0118, P6 0227) DONNA M. HOLLOt~iL DG RAY i E. A hYIh~LLO{ - DEBRA T .ONE5 W-W CaMA&Tom DAVID FAM?aY DaU RT GRfff (M 1316 P6 3171 za E 8-2 ZOtE B-2 ~ IN rear )
00 0841, P6 0200) (M 1120, P6 0138) tL~91400, P& 1631 ~g MM, HS f0A1 IM OAK F5 0M) i ~n - bo n wAw~HE~ C2 46
ZONE 0-2 OB 662Z F16 0141) 1120, B-2 ZOW0-2 za~Ee Z zAE B 2 ZOIE 0-2 MtE ZOI+~ B-2
DRAWING FILE: SKETC PLAN PLOT SCALE: 1"=100 OF 2 SHEETS