20061648 Ver 1_COMPLETE FILE_20060109

Eco?ystem
i J111
J? 2 PROGRAM
Pete Kauffman
North Avon Condo Group
P O Box 125
Manteo, NC 27949
Project: Sugar Creek South Condos
September 29, 2006
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OCT 3 2006
UENR - WATER QUALITY
WETLANDS AND STQRfAVA.TER BRANCH
County: Dare
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
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. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation arc summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank
03010205 0 0.015 0 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone I at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. 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 David Robinson at [phone].
cc: " Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Morehead City
File
Sincerely,
William D. Gilmore, PE
Director
kutori;t9... E ... Protect Oar .fta&
qT I?
OUR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 6, 2006
DWQ Project # 06-1648
Dare County
Mr. Pete Kauffman
North Avon Condo Group, LLC
P.O. Box 125
Manteo, NC 27954
Subject Property: Sugar Creek South Condominiums
Roanoke Sound [030156, 30-21, SA, HQW]
Mr. Steve Shriver
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Kauffman:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.015 acres of wetland to construct the proposed condominium development,
as described within your application dated October 4, 2006, and received by the N.C. Division of Water
Quality (DWQ) on October 9, 2006. After reviewing your application, we have decided that the impacts
are covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s)
allows you to use Nationwide Permit(s) NW 18 when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, and other regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions
of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts: No°r`thCarolina
?1 aurally
401 Oversight/Express Review Permitting Unit
1650 Mail Service Ccnter, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
North Avon Condo Group, LLC .
Page 2 of 3
November 8, 2006
Amount Approved (Units) Plan Location or Reference
404/Wetland 0.015 acres PCN page 8 of 13
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
3. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
littp://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as
appropriate to suit to this project;
4. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement) must be implemented and the stormwater management facilities shall be
constructed and operational before any permanent building is occupied at the subject site. The
structural stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
5. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
6. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
7. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
North Avon Condo Group, LLC
Page 3 of 3
November 8, 2006
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
213 .0233 and GC 3404;
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
,
SZnl
-Alan W. Klimek, P.E.
AWIUijm
Enclosures: GC 3402
Certificate of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Joseph Anlauf, Quible & Associates, P.C., P.O. Drawer 870, Kitty Hawk, NC 27949
Filename: 061648SugarCreekSouthCondominiums(Dare)301
Qdbla
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
Memorandum
To: Ian McMillan
cc: Kyle Barnes - NCDE&NR, Washington Regional Office
Pete Kauffman - North A or Condo Group, L.L.C.
From: Joseph J. Anlauf, P.E.
Date: October 30, 2006
P.O. Drawer 870
Kitty Hawk INC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Vaidivieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
Re: Request for More Information Letter dated October 25, 2006
Sugar Creek South Condominiums DPtRI~ c4io y 'PIzn.%Ger ;;% 04 -- 1643
Nags Head, Dare County, North Carolina
As per our telecommunication on the morning of October 30, 2006, a High Density Stormwater Management
Plan Application has been processed with the NCDE&NR, Washington Regional Office DWQ. The
application, $420 dollar fee and supporting documentation were submitted to the Washington Regional
Office on September 26, 2006, via FedEx.
A copy of this application can be made available for 401 Oversight/Express Review Permitting Unit review
upon request.
As requested in the RFI Letter (10/25/06), Page 12 of 13 of the PCN Application has been modified to add
the language indicating that application for a High Density Stormwater Permit has been made with the
NCDE&NR, WaRO. A copy of this revised sheet has been attached.
Quible & Associates, P.C., personnel will check into the review status of the High Density Permit
Application and will notify the 401 Oversight/Express Review Permitting Unit upon knowledge of the status.
Let this memo serve as the required response in writing and know that the North Avon Condo Group, L.L.C.
remains interested in pursuing this project.
Please call with any questions or requests for additional information at [phone], ext. 236.
NOV 1 - 2006
oEN't VlATER QUALITY
uL:c?i
VrETL'JJDSlJ?D,TOY
OF W HT ?RQ Michael F. Easley, Governor
\? G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2006
DWQ Project # 06-1648
Dare County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Pete Kauffman
North Avon Condo Group, LLC
P.O. Box 125
Manteo, NC 27954
Subject Property: Sugar Creek South Condominiums
Roanoke Sound [030156,30-21, SA, HQW]
REQUEST FOR MORE INFORMATION
Dear Mr. Kauffman:
On October 9, 2006, the Division of Water Quality (DWQ) received your application dated October 4,
2006 to impact 0.015 acres of wetland to construct the proposed condominium development. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
Under Section XI. - Stormwater (required by DWQ) on page 12 of 13 of your application,
regarding the proposed project imperviousness, your responded the proposed project'
imperviousness will be 45.19 percent. You are seeking approval for your project under General
Water Quality Certification No. 3402 (Nationwide 39) which states, "Additional site-specific
stormwater management requirements may be added to this Certification at DWQ's discretion on
a case by case basis for projects that have or are anticipated to have impervious cover of greater
than 30 percent. Site-specific stormwater management shall be designed to remove 85% TSS
according to the latest version of DWQ's Stormwater Best Management Practices manual at a
minimum. Additionally, in watersheds within one mile and draining to 303(d) listed waters, as
well as watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(1VS), trout waters (Tr), high quality waters (HQIf9, and outstanding resource waters (ORJJ9,
the Division shall require that extended detention wetlands, bio-retention areas, and ponds
followed by forested filter strips (designed according to latest version of the NC DENR
Stormwater Best Management Practices Manual) be constructed as part of the stormwater
management plan when a site-specific stormwater management plan is required. " Since your
proposed project imperviousness will exceed 30 percent, please revise your Pre-Construction
Notification application and resubmit five (5) copies of the PCN application, your stormwater
BMP plan, and the appropriate fee of $200.00 to the DWQ.
401 Oversight/Express Review Permitting 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.ne.us/ncwetlands
Non,;thCarolma
Wim llil
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information I U L L ?! D
1. Owner/Applicant Information Nov 1 - 2006
Name: North Avon Condo Group, L.L.C. Pete Kauffman Partner
Mailing Address: P.O. Box 125, Manteo NC 27954 DEhR-WATER Q, ? TAl,Cti
yt!. J ru.. _
Telephone Number:_ [phone] Fax Number:
E-mail Address:_ [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Josenh J. Anlauf. P.E.
Company Affiliation: Quible & Associates, P.C.
Mailing Address: P.O. Drawer 870, 8 Juniper Trail, Kitty Hawk NC 27949
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sugar Creek South Condominiums
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Lots 2, 3,7 & 8, Blk. 11, & Lots 1-4, 131k. 20, PIN
No.: 0800 15 63 4163, Lots 1 & 9, Blk. 11, PIN No.: 0800 15 53 4212
4. Location
County: Dare Nearest Town:_ Nags Head
Subdivision name (include phase/lot number):Lots 1-3, 2-9, Blk. 11, Lots 1-4 Blk. 20,
Whalebone Beaches Revised
Directions to site (include road numbers/names, landmarks, etc.): Parcel is located in the
southwest corner of the intersection of U.S. 158, and W. Gray Eagle Street The project
address is 7200 S. Croatan Highway, Nags Head Dare County, NC
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 54' 33" ON 75° 36' 05" °W
6. Property size (acres): +/-4.82 acres
7. Name of nearest receiving body of water: Roanoke Sound
8. River Basin: Pasquoiank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel was developed as a water sport recreation area.
Updated 11/1/2005
Page 6 of 13
Parcels to the north and east are developed and used as commercial uses and the parcel to the
South is vacant.
10. Describe the overall project in detail, including the type of equipment to be used: The
project as proposed includes the fill of 0.015 acres (+/-668.77 sq.ft.) of Section 404 wetlands
for the purpose of a condominium development. Equipment to be used during the
construction process includes bulldozers motor graders dump trucks and compaction
equipment.
11. Explain the purpose of the proposed work: The filling of a small pocket of wetlands is
proposed to facilitate the installation of the condominium development and related
appurtenances, including the actual building structure and parking surface improvements
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The Section 404 wetlands delineation was surveyed y Seaboard
Surveying and Planning, Inc., and has been confirmed by USACE Regulatory Specialist Tom
Steffens, on 3/30/06, AID #200610739. The wetland delineation and confirmation certification
block have been depicted on a survey entitled "Wetlands Survey for North Avon Condo Groin
L.L.C.", dated 03/08/06. A copy of the aforementioned plat has been enclosed as part of this
application package.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetlands fill permitting is proposed for this site The site development will
require additional permits from the NCDE&NR DWO for Stormwater Management Town of
Nags Head for soil erosion & sedimentation control plans NCDE&NR OSWS for the
permitting of the on-site wastewater system NCDE&NR PWSS for the permitting of the
watermain extension and NCDOT for the Driveway & Access Permit
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Fill of 0.015 acres of forested
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and flooding.
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain

( es/no) Distance to
Nearest
Stream

(linear feet) Area of
Impact
(acres)
Area 1 Clearing, filling forested yes N/A 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 1.86 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply lenp-th X width. then divide by 43.560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A N/A

Total Stream Impact (by length and acreage) N/A
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number

(indicate on ma) Name
(if applicable) Watee)
Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the nreiect:
Stream Impact (acres): N/A
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The hydro geologic report
Updated 11/1/2005
Page 9 of 13
rewires that the site be filled for the proposed on-site wastewater system. The site must also be
filled to gain elevation for flood zone purposes and to comply with the NCDE&NR DWQ
regulations for stormwater management purposes. The Nags Head Town Ordinance prohibits
the us of retaining walls to retain fill material on the site. In order to elevate the site to comply_
with all of the relevant regulations the filling of 0.015 acres of Section 404 wetlands has been
proposed. A high density development stormwater management plan permit is currently being
sought from the NCDE&NR, DWQ which has been designed to minimize impacts to Surface
Waters of the State. A Soil Erosion and Sedimentation Control Plan will be obtained from the
Town of Naas Head which will be compliant with the Sedimentation Pollution Control Act This
SESCP will act to minimize impacts to the remaining on site wetlands through the use of silt
fence and the immediate seeding of all disturbed areas at the conclusion of any stage of grading.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetIands/strmgide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://ii2o.enr.state.nc.us/wrn/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Updated 11/1/2005
Page 11 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I I Zone* Impact Multiplier Required
(square feet) Mitieation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing impervious coverage is to be
removed. The proposed impervious coverage calculations have been described on the attached
site plan. The proposed impervious coverage is approximately 45.19%. This figure has been
calculated by the method required by the Town of Nags Head by which the impervious coverage
is divided by the total upland area of the parcel only and then multiplied by 100 A High Density
Stormwater Management Plan Permit is required for this project and an application for a High
Density Permit through the NCDE&NR WaRO DWQ was processed on September 26 2006
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated by this proposed use will be treated by an on site advanced
pretreatment wastewater system. The treated wastewater will be disposed of in the subsurface
(non-discharge). A permit is currently being sought from the NCDE&NR OSWS for the on-
site wastewater system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Updated 11/1/2005
Page 12 of 13
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h 2o. en r. state.ne.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date`
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
F W ATF Michael F. Easley, Governor
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North Carolina Department of Environment and Natural Resources
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p Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2006
DWQ Project # 06-1648
Dare County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Pete Kauffman
North Avon Condo Group, LLC
P.O. Box 125
Manteo, NC 27954
Subject Property: Sugar Creek South Condominiums
Roanoke Sound [030156,30-21, SA, HQW]
REQUEST FOR MORE INFORMATION
Dear Mr. Kauffman:
On October 9, 2006, the Division of Water Quality (DWQ) received your application dated October 4,
2006 to impact 0.015 acres of wetland to construct the proposed condominium development. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
Under Section XI. - Stormwater (required by DWQ) on page 12 of 13 of your application,
regarding the proposed project imperviousness, your responded the proposed project
imperviousness will be 45.19 percent. You are seeking approval for your project under General
Water Quality Certification No. 3402 (Nationwide 39) which states, "Additional site-specific
stormwater management requirements may be added to this Certification at DWQ's discretion on
a case by case basis for projects that have or are anticipated to have impervious cover of greater
than 30 percent. Site-specific stormwater management shall be designed to remove 85% TSS
according to the latest version of DWQ's Stormwater Best Management Practices manual at a
minimum. Additionally, in watersheds within one mile and draining to 303(d) listed waters, as
well as watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(11'S), trout waters (Tr), high quality waters (HQW), and outstanding resource waters (ORffg,
the Division shall require that extended detention wetlands, bio-retention areas, and ponds
followed by forested f lter strips (designed according to latest version of the NC DENR
Stormwater Best Management Practices Manual) be constructed as part of the stormwater
management plan when a site-specific stormwater management plan is required. " Since your
proposed project imperviousness will exceed 30 percent, please revise your Pre-Construction
Notification application and resubmit five (5) copies of the PCN application, your stormwater
BMP plan, and the appropriate fee of $200.00 to the DWQ.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h?://h2o.enr.state.ne.us/ncwctlands
?c N Carolina
Nlurally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
DW06-1648 Sugar Creek South Condos
Subject: DWQ 06-1648 Sugar Creek South Condos
From: Laurie Dennison <laurie [e-mail]>
Date: Thu, 26 Oct 2006 07:39:56 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information related
to your recent application. Please note that this message is being forwarded to you
electronically so that you may expedite preparation of your response. Please do not send
your response as a reply to this e-mail or via fax. The hard copy is being sent via US
Mail. All response correspondence is to be mailed via hard copy to the 401 Oversight and
Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
Content-Type: application/msword
061648SugarCreekSoutliCondominiums(Dare)On_Hold.doe 11,
Content-Encoding: base64
1 of 1 10/26/2006 8:03 AM
Delieery Status Notification (Failure)
Subject: Delivery Status Notification (Failure)
From: [e-mail]
Date: Thu, 26 Oct 2006 07:40:09 -0400
To: [e-mail]
This is an automatically generated Delivery Status Notification.
Delivery to the following recipients failed.
[e-mail]

Reporting-MTA: dns;thejfpgroup.com
Received-From-MTA: dns;sccl52.its.state.nc.us
Arrival-Date: Thu, 26 Oct 2006 07:40:08 -0400
Final-Recipient: rfc822;[e-mail]
Action: failed
Status: 5.2.1
X-Display-Name: Pete Kauffman
Subject: DWQ 06-1648 Sugar Creek South Condos
From: Laurie Dennison <[e-mail]>
Date: Thu, 26 Oct 2006 07:39:56 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information related
to your recent application. Please note that this message is being forwarded to you
electronically so that you may expedite preparation of your response. Please do not send
your response as a reply to this e-mail or via fax. The hard copy is being sent via US
Mail. All response correspondence is to be mailed via hard copy to the 401 Oversight and
Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
Part 1.2' Content-Type: message/delivery-status
DWQ 06-1648 Sugar Creek South Condos.eml Content-Type: message/rfc822
Content-Type: application/msword
061648SugarCrcckSouthCondominiums(Dare)On_Hold.doc I
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1 of 1 10/26/2006 8:03 AM
J(
Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk, INC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
October 4, 2006
20061 618
ASSOCIATES
Joseph J. Anlauf, P.E.
Fly ?'? IT Katherine C. Marchello, P.L.S.
Mr. John R. Dorney RECEIVED
Water Quality Certification Program
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Nationwide #18/ 401 Water Quality Cert. Permit Application Package
Sugar Creek South Condominium Development
Nags Head, Dare County, North Carolina
Dear Mr. Dorney:
(1fL1 ? a 7 i„*T 1 :1 f, 1 ?' 1 'Illtll`EE111JJJ4111i
fiC-? ?,y ?,uuG
ti-:-„ r?l;iatlrLllY
''i ? n?a(i'lt{ rlt dlhTf3l ?! j' Iny
'diill.t ?
The purpose of this correspondence is for Quible & Associates, P.C. to provide NCDENR, Division of Water
Quality a Nationwide #18/401 Water Quality Cert. Permit application submitted by our firm on behalf of the
North Avon Condo Group, L.L.C., owner of the subject property. The site plan accurately shows the
surveyed wetlands line as well as the proposed multi-family development and proposed wetland impact areas
for site plan construction.
Proposed work includes backfill and grading of approximately 0.015 acres of section 404 wetlands as shown
on the accompanying site plan. This backfill is necessary to provide access to the primary structure and for
the construction of the building and parking surface improvements. No additional wetlands fill permitting
is necessary to develop the enclosed site plan.
Proposed mitigation involves participation in the NCEEP. With the purchase of a 0.25 acre increment the
mitigation area to wetland impact area ratio becomes 16.67:1.
A copy of this package has been submitted to US Army Corps of Engineers (USACE).
Enclosed are the following:
1. Seven (7) sets of plans including the following sheets:
Sheet Title Sheet Number
Site Plan 1
Grading & Drainage Plan 2
2. Seven (7) copies of the Wetland Survey, Certified by Regulatory Specialist T.A. Steffens on 3/30/06,
Action ID No.: 200610739
3. Seven (7) copies of the signed Pre-Construction Notification (PCN) Application Form
4. Seven (7) copies of the Authorization to Act as Agent letter from North Avon Condo Group, L.L.C.
f i
Seven (7) copies of the Letter of Notification of Acceptance by NCEEP
6. Seven (7) copies of the USGS topographic location map
7. One (1) check in the amount of $200 for the permit processing fee made payable to the NCDENR
Thank you for your attention to this project. Please call with any questions at 252-261-3300.
Sincerely,
Quible & Associa es, P.C
J seph J. Anlauf, P.E.
cc: Tom Steffens - USACE
Pete Kauffman - North Avon Condo Group, L.L.C.
. r,
Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk, INC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Voldivieso, P.E.
October 4, 2006
Mr. Tom Steffens
USACE, Field Representative
Washington Regulatory Field Office
US Army Corps of Engineers
P.O. Box 1000
Washington, NC 27889-1000
Re: Nationwide #18/ 401 Water Quality Cert. Permit Application Package
Sugar Creek South Condominium Development
Nags Head, Dare County, North Carolina
Dear Mr. Tom Steffens:
ASSOCIATES
Joseph J. Anlouf, P.E.
Katherine C. Morchello, P.L.S.
nlil.r -7-1
0 C T i' RA8h
DENN - M?„ l it QUAD i r
i lk z no ??,q MATER BRANCH
The purpose of this correspondence is for Quible & Associates, P.C. to provide NCDENR, Division of Water
Quality a Nationwide #18/401 Water Quality Cert. Permit application submitted by our firm on behalf of the
North Avon Condo Group, L.L.C., owner of the subject property. The site plan accurately shows the
surveyed wetlands line as well as the proposed multi-family development and proposed wetland impact areas
for site plan construction.
Proposed work includes backfill and grading of approximately 0.015 acres of section 404 wetlands as shown
on the accompanying site plan. This backfill is necessary to provide access to the primary structure and for
the construction of the building and parking surface improvements. No additional wetlands fill permitting
is necessary to develop the enclosed site plan.
Proposed mitigation involves participation in the NCEEP. With the purchase of a 0.25 acre increment the
mitigation area to wetland impact area ratio becomes 16.67:1.
Copies of this package have been submitted to NCDENR, Division of Water Quality for 401 Water Quality
Certification.
Enclosed are the following:
One (1) set of plans including the following sheets:
Sheet Title
Site Plan
Grading & Drainage Plan
Sheet Number
1
2
One (1) copy of the Wetland Survey, Certified by Regulatory Specialist T.A. Steffens on 3/30/06,
Action ID No.: 200610739
3. One (1) original signed Pre-Construction Notification (PCN) Application Form
t
4. One (1) copy of the Authorization to Act as Agent letter from North Avon Condo Group, L.L.C.
One (1) copy of the Letter of Notification of Acceptance by NCEEP
6. One (1) copy of the USGS topographic location map
One (1) photocopy of the $200 check for the water quality certification processing fee made payable
to the NCDENR, DWQ.
Thank you for your attention to this project. Please call with any questions at 252-261-3300.
Sincerely,
Quible & Associates P. .
JOE
seph J. Anlauf, P.E.
cc: John Dorney, NCDENR, DWQ
Pete Kauffman - North Avon Condo Group, L.L.C.
Office Use Only: Form Vcrsion March 05
20061648
USACI:J Action ID No. DWQ No.
ku any particular item is not appiicante to tins project, please enter "Not Applicable" or "N/A".)
1. Processing

1. Check all of the approval(s) requested for this project: f?tLtl?'??!
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:_ N W p e.1 1 S
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information H (,r-: 9ZN E 11Wr2' D
1. Owner/Applicant Information 0 C T 9 2006
Name: North Avon Condo Group, L.L.C. Pete Kauffman Partner
i r_Nfi • VVATFR QUALITY
Mailing Address: P.O. Box 125, Manteo NC 27954 Y°ZER4I;CH
Telephone Number: [phone] Fax Number:
E-mail Address:-][e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph J. Anlauf, P.E.
Company Affiliation: Quible & Associates, P.C.
Mailing Address: P.O. Drawer 870, 8 Juniper Trail, Kitty Hawk NC 27949
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Updated II/l/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plait showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sugar Creek South Condominiums
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Lots 2, 3,7 & 8, Blk. 11, & Lots 1-4 Blk. 20, PIN
No.: 0800 15 63 4163, Lots 1 _&9 Blk. 11, PIN No.: 0800 15 53 4212
4. Location
County: Dare Nearest Town:_ Nags Head
Subdivision name (include phase/lot number): Lots 1-3, 2-9, Blk. 11, Lots 1-4 Blk. 20,
Whalebone Beaches Revised
Directions to site (include road numbers/names, landmarks, etc.): Parcel is located in the
southwest corner of the intersection of U.S. 158, and W Gray Eagle Street The project
address is 7200 S. Croatan Highway Nags Head Dare County NC
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 54' 33" ON 75° 36' 05" °W
6. Property size (acres): +/-4.82 acres
7. Name of nearest receiving body of water: Roanoke Sound
8. River Basin: Pasguotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adlnin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel was developed as a water sport recreation area
Updated 11/1/2005
Page 6 of 13
Parcels to the north and east are developed and used as commercial uses and the parcel to the
South is vacant.
10. Describe the overall project in detail, including the type of equipment to be used: The
project as proposed includes the fill of 0.015 acres W-668.77 sq ft) of Section 404 wetlands
for the purpose of a condominium development. Equipment to be used during the
construction process includes bulldozers, motor graders dump trucks and compaction
equipment.
11. Explain the purpose of the proposed work: The filling of a small pocket of wetlands is
proposed to facilitate the installation of the condominium development and related
appurtenances, including the actual building structure and parking surface improvements
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The Section 404 wetlands delineation was surveyed by Seaboard
Surveying and Planning, Inc., and has been confirmed by USACE Regulatory Specialist Tom
Steffens, on 3/30/06, AID #200610739. The wetland delineation and confirmation certification
block have been depicted on a survey entitled "Wetlands Survey for North Avon Condo Group
L.L.C.", dated 03/08/06. A copy of the aforementioned plat has been enclosed as part of this
application package.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetlands fill permitting is proposed for this site The site development will
require additional permits from the NCDE&NR DWQ for Stormwater Management Town of
Nags Head for soil erosion & sedimentation control plans NCDE&NR OSWS for the
permitting of the on-site wastewater system NCDE&NR PWSS for the permitting of the
watermain extension and NCDOT for the Driveway & Access Permit
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Fill of 0.015 acres of forested
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to hnth stntcture and flnnrlinv
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
odplain
Flo(odplai Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Area 1 Clearing, filling forested yes N/A 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 1.86 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must he included- Tn calrnlate acre.ar. mndtinly 1pnatlh V xv;rlth tt,nn A;-M- h.. Al Con
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A N/A

Total Stream Impact (by length and acreage) N/A
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): N/A
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
watering, irrigation, aesthetic, trout pond,
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The hydrogeolo,gic report
Updated 11/1/2005
Page 9 of 13
requires that the site be filled for the proposed on-site wastewater system The site must also be
filled to gain elevation for flood zone purposes and to comply with the NCDE&NR DWQ
regulations for stormwater management purnoses. The Nags Head Town Ordinance prohibits
the us of retaining walls to retain fill material on the site. In order to elevate the site to comply
with all of the relevant regulations the filling of 0.015 acres of Section 404 wetlands has been
proposed. A high density development stormwater management plan permit is currents being
sought from the NCDE&NR DWQ which has been designed to minimize impacts to Surface
Waters of the State. A Soil Erosion and Sedimentation Control Plan will be obtained from the
Town of Nags Head which will be compliant with the Sedimentation Pollution Control Act This
SESCP will act to minimize impacts to the remaining on site wetlands through the use of silt
fence and the immediate seeding of all disturbed areas at the conclusion of any stage of grading.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetIands/strmgide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://ii2o.eiir.st ite.iic.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and snap all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Updated 11/1/2005
Page II of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitieation
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing impervious coverage is to be
removed. The proposed impervious coverage calculations have been described on the attached
site plan. The proposed impervious coverage is approximately 45.19%. This figure has been
calculated by the method required by the Town of Nags Head by which the impervious coverage
is divided by the total upland area of the parcel only and then multiplied by 100
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated by this proposed use will be treated by an on site advanced
pretreatment wastewater system. The treated wastewater will be disposed of in the subsurface
(non-discharge). A permit is currently being sought from the NCDE&NR OSWS for the on
site wastewater system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 12 of 13
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state. nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Jas-e,Gt J. Awrau15F.F_.
., .4
E. u?(a a s5o?i?fes f?L. /D Oc
App icant/Agc is Signature Dad
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk INC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiteti C.E.P.
Eduardo J. Valdivieso, P.E.
September 20, 2006
Mr. Pete Kauffman, Partner
North Avon Condo Group, L.L.C.
P.O. Box 125
Manteo, NC 27954
Re: Authorization to Act as Agent
Environmental Permitting
Sugar Creek South Condominiums
Dare County, Nags Head, North Carolina
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
8
2C
Quible & Associates, P.C. proposes to act as the agent on the Sugar Creek South Condominium Project
to obtain the necessary environmental permits for this project. In order to act as agent please read the
statement below and sign and date the statement on the appropriate locations.
I, Pete Kauffman, Partner of North Avon Condo Group, L.L.C., hereby authorize Quible & Associates,
P.C., to act as agent on the Sugar Creek South Condominium project for the purpose of environmental
itti g, including, but not limited to, USACOE Nationwide #18 Fill Permitting and NCDE&NR,
DWQ, 01 Water Quality Certification permitting and DCM, CAMA permitting.
!
Vg-nature Date
Sincerely,
Quible & Associates, P.C.
oseph J. Anlauf, P.E.
Ov.
?t1Ub
CEt?E<??;? tr^'?or,?"'(?ftFg-°?tCH
v,Ett9: n^,.
Ecgstem
PROGRAM
September 29, 2006
Pete Kauffman
North Avon Condo Group
P O Box 125
Manteo, NC 27949
Project: Sugar Creek South Condos County: Dare

The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. it is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
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/40I Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit
(Sq. Ft.) (Sq. Ft.)
11i arias Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank
03010205 0 0.015 0
1 0 0
: 0 0 0
Upon receipt of payment. EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification. and/or CAMA Permit. 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 David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USAGE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett. DCM-Morehead City
File
RP.Storih9... F .. Prot" Ot tr State
ro-
gon
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 Jr 919-715-0476 / www.nceep.net

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111W Name: ROANOKE ISLAND NE Location: 035° 54' 21.37" N 075° 36'20.24" W
Date: 10/4/2006 Caption: Sugar Creek South
Scale: 1 inch equals 2000 feet Condominum Development 2 0 0 6 1 6 4 8
Dare County, NC
Copyright (C) 1998, Maptech, Inc.
1
Quible'
Quible & Associates, RC,
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivleso, P.E.
October 4, 2006
20061648
Mr. John R. Dorney PAYMENT
Water Quality Certification Program
NC Division of Water Quality RECEIVED
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Nationwide #18/ 401 Water Quality Cert. Permit Application Package
Sugar Creek South Condominium Development
Nags Head, Dare County, North Carolina
Dear Mr. Dorney:
Joseph J. Anlauf, P.E.
Katherine C. Morchello. P.L.S.
OCT
DF,Nr%-
*-fli, PP, 1o
The purpose of this correspondence is for Quible & Associates, P.C. to provide NCDENR, Division of Water
Quality a Nationwide #18/401 Water Quality Cert. Permit application submitted by our firm on behalf of the
North Avon Condo Group, L.L.C., owner of the subject property. The site plan accurately shows the
surveyed wetlands line as well as the proposed multi-family development and proposed wetland impact areas
for site plan construction.
Proposed work includes backfill and grading of approximately 0.015 acres of section 404 wetlands as shown
on the accompanying site plan. This backfill is necessary to provide access to the primary structure and for
the construction of the building and parking surface improvements. No additional wetlands fill permitting
is necessary to develop the enclosed site plan.
Proposed mitigation involves participation in the NCEEP. With the purchase of a 0.25 acre increment the
mitigation area to wetland impact area ratio becomes 16.67:1.
A copy of this package has been submitted to US Army Corps of Engineers (USACE).
Enclosed are the following:
Seven (7) sets of plans including the following sheets:
Sheet Title
Site Plan
Grading & Drainage Plan
Sheet Number
1
2
2. Seven (7) copies of the Wetland Survey, Certified by Regulatory Specialist T.A. Steffens on 3/30/06,
Action ID No.: 200610739
3. Seven (7) copies of the signed Pre-Construction Notification (PCN) Application Form
4. Seven (7) copies of the Authorization to Act as Agent letter from North Avon Condo Group, L.L.C.
T.
5. Seven (7) copies of the Letter of Notification of Acceptance by NCEEP
6. Seven (7) copies of the USGS topographic location map
7. One (1) check in the amount of $200 for the permit processing fee made payable to the NCDENR
Thank you for your attention to this project. Please call with any questions at 252-261-3300. 1
Sincerely,
Quible & Associa es, P.
J seph J. Anlauf, P.E.
cc: Tom Steffens - USACE
Pete Kauffman - North Avon Condo Group, L.L.C.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 0 1 6 4 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
RECEIVED
1. Check all of the approval(s) requested for this project:
N Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
N 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:_ N W P 41 Is
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: N
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check p?? .
II. Applicant Information '
OCT ? ?()pb
1. Owner/Applicant Information
Name: North Avon Condo Group, L.L.C. Pete Kauffman Partner k
Mailing Address: P.O. Box 125, Manteo, NC 27954 cN
Telephone Number: [phone] Fax Number:
E-mail Address: [e-mail]
2.
Agent/Consultant Information (A signed and dated copy of the Agent Authorization
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Josenh J. Anlauf_ P_F.
Company Affiliation:
Mailing Address: P_C
Updated 11/1/2005
Page 5 of 13
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to l
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing pro[
boundaries and development plans in relation to surrounding properties. Both the vicinity
and site plan must include a scale and north arrow. The specific footprints of all buildi
impervious surfaces, or other facilities must be included. If possible, the maps and plans sh
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the prof
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discrel
so long as the property is clearly defined. For administrative and distribution purposes,
USACE requires information to be submitted on sheets no larger than 11 by 17-inch fors
however, DWQ may accept paperwork of any size. DWQ prefers full-size construe
drawings rather than a sequential sheet version of the full-size plans. If full-size plans
reduced to a small scale such that the final version is illegible, the applicant will be informed
the project has been placed on hold until decipherable maps are provided.
1. Name of project:
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
AT- . norm 1 c L'} A 1 L') i , o_ n r II_ , ,
4. Location
County: Dare Nearest Town:
Subdivision name (include phase/lot number): Lots 1-3,
Directions to site (include road numbers/names, landmarks, etc.):
the
are
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 54' 33" ON 75° 36' 05" °W
6. Property size (acres): +/-4.82 acres
7. Name of nearest receiving body of water: Roanoke Sound
8. River Basin:- Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel was developed as a water sport recreation area.
Updated 11/1/2005
Page 6 of 13
South is vacant.
10. Describe the overall project in detail, including the type of equipment to be used: The
equipment.
11. Explain the purpose of the proposed
IV. Prior Project History
If jurisdictional determinations and/or permits
project (including all prior phases of the same ;
the USACE Action ID Number, DWQ Project
certifications were issued or withdrawn. Pro,
certifications or other useful information. Des
buffer impacts, along with associated mitigation
list and describe permits issued for prior seg
construction schedules. The Section 404 wet
,f
V. Future Project Plans
Are any future permit requests anticipated for th
and provide justification for the exclusion of this
e been requested and/or obtained for
vision) in the past, please explain. Inc
fiber, application date, and date permits
photocopies of previously issued pert
previously approved wetland, stream
;re applicable). If this is a NCDOT pro
is of the same T.I.P. project, along
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and wa
should be shown on a delineation map, whethi
Wetland and stream evaluation and delineat
Photographs may be included at the applicant's
wetland or stream mitigation, list and describe
space is needed for listing or description, please
•s, and all streams (intermittent and perennial)
or not impacts are proposed to these systems.
a forms should be included as appropriate.
scretion. If this proposed impact is strictly for
ie impact in Section VIII below. If additional
tach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain
(odpla Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Area 1 Clearing, filling forested yes N/A 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 1.86 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width. then divide by 41 56n
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A N/A

Total Stream Impact (by length and acreage) N/A
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number

(indicate on ma) Name
(if applicable) ) Wat
Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resultinu frnm the „rn;Prt-
Stream Impact (acres): N/A
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream)
the size of the proposed impact (acres or linear feet). Please note that this section
applies to waters that have specifically been determined to be isolated by the USAGE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the
information related to site constraints such as top
financial viability of the project. The applicant m
site layouts, and explain why these design option
were minimized once the desired site plan was
techniques to be followed during construction
proposed impacts. It may be useful to pro
)graphy, building ordinances, accessibility,
.ay attach drawings of alternative, lower-im
s were not feasible. Also discuss how imf
3eveloped. If applicable, discuss construc
to reduce impacts. The hydrogeolo ig c re
Updated 11/1/2005
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strnigide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment it
Program (NCEEP). Please note it is the apl
[phone] to determine availability, ar
that they are will to accept payment for the
additional information regarding the applica
website at http://h2o.enr.state.nc.us/wrp/index
check the appropriate box on page five and pi
Environmental Documentation (required by DWQ)
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
Ix.
X.
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been f
attach a copy of the NEPA or SEPA final
by the State Clearinghouse? If so, please
l letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed
It is the applicant's (or agent's) responsibility to
required state and local buffers associated with
justification for these impacts in Section VII above
and must be clearly identifiable on the accompan3
map, whether or not impacts are proposed to t
Regional Office may be included as appropriatf
applicant's discretion.
the North Carolina Ecosystem Enhancement
cant's responsibility to contact the NCEEP at
written approval from the NCEEP indicating
litigation must be attached to this form. For
n process for the NCEEP, check the NCEEP
itm. If use of the NCEEP is proposed, please
ride the following information:
(required by DWQ)
determine, delineate and map all impacts to
he project. The applicant must also provide
. All proposed impacts must be listed herein,
ng site plan. All buffers must be shown on a
e buffers. Correspondence from the DWQ
Photographs may also be included at the
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify, )? Yes ? No
Updated 11/1/2005
Page 11 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Di
stormwater controls proposed in order to protect surface waters and wetlands downstream
the property. If percent impervious surface exceeds 20%, please provide calcul,
demonstrating total proposed impervious level. The existing impervious coverage is
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 12 of 13
i
i
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional): C
It is the applicant's responsibility to submit the application sufficiently in advance of de
construction dates to allow processing time for these permits. However, an applicant
choose to list constraints associated with construction or sequencing that may impose limit
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Jos,eok J. A lav .F--.
Socr.1,h3 P.L. o a6
V App canOAg 's Signature Da
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
i
I
Updated 11/1/2005
Page 13 of 13
Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
September 20, 2006
Mr. Pete Kauffman, Partner
North Avon Condo Group, L.L.C.
P.O. Box 125
Manteo, NC 27954
Re: Authorization to Act as Agent
Environmental Permitting
Sugar Creek South Condominiums
Dare County, Nags Head, North Carolina
P.O. Drawer 870
Kitty Hawk NC 27949
Phone: [phone]
Fax: [phone]
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivleso, P.E.
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
Quible & Associates, P.C. proposes to act as the agent on the Sugar Creek South Condominium Project
to obtain the necessary environmental permits for this project. In order to act as agent please read the
statement below and sign and date the statement on the appropriate locations.
I, Pete Kauffman, Partner of North Avon Condo Group, L.L.C., hereby authorize Quible & Associates,
P.C., to act as agent on the Sugar Creek South Condominium project for the purpose of environmental
itti g, including, but not limited to, USACOE Nationwide #18 Fill Permitting and NCDE&NR,
DWQ, 01 Water Quality Certification permitting and DCM, CAMA permitting.
? p
gnature Date
Sincerely,
Quible & Associates, P.C.
oseph J. Anlauf, P.E.
r ?
-? tLJVVJ J L1r11 I ".
Pete Kauffman
North Avon Condo Group
P O Box 125
Manteo, NC 27949
September 29, 2006
Project: Sugar Creek South Condos County: Dare
2 0 0
s?s48
The purpose of this letter is to notify you that the North Carolina Ecosystem i:nhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
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. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank
03010205 0 0.015 0 0 0 0 0 0
Upon receipt of payment. EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers. Zone I at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification. and/or CAMA Permit. 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 David Robinson at [phone].
Sincerely,
0 0/w, All-a S."
6; ? e A -, ?-,
William D. Gilmore, PF.
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens. USACE-Washington
Kyle Barnes, DWQ-Washington j
Doug Huggett, DCM-Morehead City
File
R?torui?9... E ... Pro" Our Ju&
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep. et

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Name: ROANOKE ISLAND NE Location: 035° 54'21.37" N 075° 36120.24" W
Date: 10/4/2006 Caption: Sugar Creek South
Scale: 1 inch equals 2000 feet Condominum Development
Dare County, NC
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Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Voldivleso, P.E.
October 4, 2006
Mr. John R. Dorney
Water Quality Certification Program
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Nationwide #18/ 401 Water Quality Cert. Permit Application Package
Sugar Creels South Condominium Development
Nags Head, Dare County, North Carolina
Dear Mr. Dorney:
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
fU 1 ? U
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OFT y ?00?
br:l;,
v;q.rc:,,,ftir ?,ry
"It
The purpose of this correspondence is for Quible & Associates, P.C. to provide NCDENR, Division of Water
Quality a Nationwide #18/401 Water Quality Cert. Permit application submitted by our firm on behalf of the
North Avon Condo Group, L.L.C., owner of the subject property. The site plan accurately shows the
surveyed wetlands line as well as the proposed multi-family development and proposed wetland impact areas
for site plan construction.
Proposed work includes backfill and grading of approximately 0.015 acres of section 404 wetlands as shown
on the accompanying site plan. This backfill is necessary to provide access to the primary structure and for
the construction of the building and parking surface improvements. No additional wetlands fill permitting
is necessary to develop the enclosed site plan.
Proposed mitigation involves participation in the NCEEP. With the purchase of a 0.25 acre increment the
mitigation area to wetland impact area ratio becomes 16.67:1.
A copy of this package has been submitted to US Army Corps of Engineers (USACE).
Enclosed are the following:
Seven (7) sets of plans including the following sheets:
Sheet Title
Site Plan
Grading & Drainage Plan
20061648
RECEIVED
Sheet Number
1
2
2. Seven (7) copies of the Wetland Survey, Certified by Regulatory Specialist T.A. Steffens on 3/30/06,
Action ID No.: 200610739
Seven (7) copies of the signed Pre-Construction Notification (PCN) Application Form
4. Seven (7) copies of the Authorization to Act as Agent letter from North Avon Condo Group, L.L.C.
1
Seven (7) copies of the Letter of Notification of Acceptance by NCEEP
Seven (7) copies of the USGS topographic location map
7. One (1) check in the amount of $200 for the permit processing fee made payable to the NCDENR
Thank you for your attention to this project. Please call with any questions at 252-261-3300.
Sincerely,
Quible & Associa es, P.C
J eeh J. Anlauf, P.E.
cc: Tom Steffens - USACE
Pete Kauffman - North Avon Condo Group, L.L.C.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
kit any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
?t=LLitit=i.'
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N W p 4t 1$
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information D-at7??f?
1. Owner/Applicant Information
y ZUU6
Name: North Avon Condo Group, L.L.C., Pete Kauffman Partner OCT
Mailing Address: P.O. Box 125, Manteo, NC 27954 1hFn p?Pfi -
Telephone Number: [phone] Fax Number:
E-mail Address:[e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph J. Anlauf, P.E.
Company Affiliation: Quible & Associates, P.C.
Mailing Address: P.O. Drawer 870, 8 Juniper Trail, Kitty Hawk NC 27949
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sugar Creek South Condominiums
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Lots 2, 3,7 & 8, Blk. 11, & Lots 1-4 Blk 20, PIN
No.: 0800 15 63 4163, Lots 1 & 9 Blk. 11, PIN No.: 0800 15 53 4212
4. Location
County: Dare Nearest Town: Nags Head
Subdivision name (include phase/lot number): Lots 1-3, 2-9, Blk. 11, Lots 1-4 Blk. 20,
Whalebone Beaches Revised
Directions to site (include road numbers/names, landmarks, etc.): Parcel is located in the
southwest corner of the intersection of U.S. 158, and W Gray Eagle Street The project
address is 7200 S. Croatan Highway, Nags Head Dare County. NC
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 54' 33" ON 75° 36' 05" °W
6. Property size (acres): +/-4.82 acres
7. Name of nearest receiving body of water: Roanoke Sound
8. River Basin:_ Pasguotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.enr.state.nc.us/admin/niaps .)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel was developed as a water sport recreation area
Updated 11/1/2005
Page 6 of 13
Parcels to the north and east are developed and used as commercial uses and the parcel to the
South is vacant.
10. Describe the overall project in detail, including the type of equipment to be used: The
project as proposed includes the fill of 0.015 acres W-668.77 sq ft) of Section 404 wetlands
for the purpose of a condominium development Equipment to be used during the
construction process includes bulldozers motor graders dump trucks and compaction
equipment.
11. Explain the purpose of the proposed work: The filling of a small pocket of wetlands is
proposed to facilitate the installation of the condominium development and related
appurtenances, including the actual building structure and parking surface improvements
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The Section 404 wetlands delineation was surveyed by Seaboard
Surveying and Planning, Inc. and has been confirmed by USACE Regulatory Specialist Tom
Steffens, on 3/30/06, AID #200610739. The wetland delineation and confirmation certification
block have been depicted on a survey entitled "Wetlands Survey for North Avon Condo Group,
L.L.C.", dated 03/08/06. A copy of the aforementioned plat has been enclosed as part of this
application package.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetlands fill permitting is proposed for this site The site development will
require additional permits from the NCDE&NR DWO for Stormwater Management Town of
Nags Head for soil erosion & sedimentation control plans NCDE&NR OSWS for the
permitting of the on-site wastewater system NCDE&NR PWSS for the permitting of the
watermain extension and NCDOT for the Driveway & Access Permit
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Fill of 0.015 acres of forested
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to hoth stntctnre and flnnrlina
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
-year
100 Floodplain

( es/no) Distance to
Nearest
Stream

(linear feet) Area of
Impact
(acres)
Area 1 Clearing, filling forested yes N/A 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 1.86 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included- To calcrtlate acreage mnltinly lanath X xv;rlth then rliviit? 1- Al IZAn
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact l or
Perennial Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
N/A N/A

Total Stream Impact (by length and acreage) N/A
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the ro'ect:
Stream Impact (acres): N/A
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The hydrogeolo is report
Updated 11/1/2005
Page 9 of 13
requires that the site be filled for the proposed on-site wastewater system The site must also be
filled to gain elevation for flood zone u oses and to comply with the NCDE&NR DW
regulations for stormwater management purposes. The Nags Head Town Ordinance prohibits
the us of retaining walls to retain fill material on the site. In order to elevate the site to comps
with all of the relevant regulations the filling of 0.015 acres of Section 404 wetlands has been
proposed. A high density development stormwater management plan permit is currently being
sought from the NCDE&NR, DWQ which has been designed to minimize impacts to Surface
Waters of the State. A Soil Erosion and Sedimentation Control Plan will be obtained from the
Town of Nags Head which will be compliant with the Sedimentation Pollution Control Act This
SESCP will act to minimize impacts to the remaining on site wetlands through the use of silt
fence and the immediate seeding of all disturbed areas at the conclusion of any stage of grading
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o.enr.state.nc.us/ncwetlands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://li2o.enr.state.nc.us/wrp/index.litni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Updated 11/1/2005
Page 11 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of ]mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitication
3 (2 for Catawba)
1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing impervious coverage is to be
removed. The proposed impervious coverage calculations have been described on the attached
site plan. The proposed impervious coverage is approximately 45.19%. This figure has been
calculated by the method required by the Town of Nags Head by which the impervious coverage
is divided by the total upland area of the parcel only and then multiplied by 100
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated b this proposed use will be treated b an on site advanced
pretreatment wastewater system. The treated wastewater will be disposed of in the subsurface
(non-discharge). A permit is currently being sought from the NCDE&NR OSWS for the on
site wastewater system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No F;J
Updated I1/1/2005
Page 12 of 13
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
littp://h2o.enr.state.ne.us/newetIands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Updated 11/1/2005
Page 13 of 13
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
September 20, 2006
Mr. Pete Kauffman, Partner
North Avon Condo Group, L.L.C.
P.O. Box 125
Manteo, NC 27954
Re: Authorization to Act as Agent
Environmental Permitting
Sugar Creels South Condominiums
Dare County, Nags Head, North Carolina
P.O. Drawer 870
Kitty Hawk NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle. P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Voldivieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Kather'ne C. Marchello, P.L.S.
Quible & Associates, P.C. proposes to act as the agent on the Sugar Creek South Condominium Project
to obtain the necessary environmental permits for this project. In order to act as agent please read the
statement below and sign and date the statement on the appropriate locations.
I, Pete Kauffman, Partner of North Avon Condo Group, L.L.C., hereby authorize Quible & Associates,
P.C., to act as agent on the Sugar Creek South Condominium project for the purpose of environmental
5na including, but not limited to, USACOE Nationwide #18 Fill Permitting and NCDE&NR,
Water Quality Certification permitting and DCM, CAMA permitting.
Date
Sincerely,
Quible & Associates, P.C.
" oseph J. Anlauf, P.E.
-, ,Eco stem --
PROGRAM
7
September 29, 2006 ! % f)
Pete Kauffman
North Avon Condo Group
P O Box 125
Mantco, NC 27949
Project: Sugar Creek South Condos County: Dare
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 401
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warn
Pasquotank
03010205 0 0.015 0 0 0 0 0 0
Upon receipt of payment. EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers. Zone I at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or401 Water Quality Certification, and/or CAMA Permit. 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 inlbrination, please contact David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USAGE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Morehead City
File
R"hov ' . Prot" our Stag
XrAv
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

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Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
P.O. Drawer 870
Kitty Hawk NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
October 4, 2006
Mr. John R. Dorsey
Water Quality Certification Program
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
2 0 0 6 1 6 4 8
n?l?iaar??l -
iECEiV ED
Re: Nationwide #18/ 401 Water Quality Cert. Permit Application Package
Sugar Creels South Condominium Development
Nags Head, Dare County, North Carolina
Dear Mr. Dorney:
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
UI:I- ?a
" 1006
14 ?";C` A'lo R! QUA
REAP
dCy
The purpose of this correspondence is for Quible & Associates, P.C. to provide NCDENR, Division of Water
Quality a Nationwide #18/401 Water Quality Cert. Permit application submitted by our firm on behalf of the
North Avon Condo Group, L.L.C., owner of the subject property. The site plan accurately shows the
surveyed wetlands line as well as the proposed multi-family development and proposed wetland impact areas
for site plan construction.
Proposed work includes backfill and grading of approximately 0.015 acres of section 404 wetlands as shown
on the accompanying site plan. This backfill is necessary to provide access to the primary structure and for
the construction of the building and parking surface improvements. No additional wetlands fill permitting
is necessary to develop the enclosed site plan.
Proposed mitigation involves participation in the NCEEP. With the purchase of a 0.25 acre increment the
mitigation area to wetland impact area ratio becomes 16.67:1.
A copy of this package has been submitted to US Army Corps of Engineers (USACE).
Enclosed are the following:
1. Seven (7) sets of plans including the following sheets:
Sheet Title Sheet Number
Site Plan 1
Grading & Drainage Plan 2
2. Seven (7) copies of the Wetland Survey, Certified by Regulatory Specialist T.A. Steffens on 3/30/06,
Action ID No.: 200610739
3. Seven (7) copies of the signed Pre-Construction Notification (PCN) Application Form
4. Seven (7) copies of the Authorization to Act as Agent letter from North Avon Condo Group, L.L.C.
. • I,.
Seven (7) copies of the Letter of Notification of Acceptance by NCEEP
6. Seven (7) copies of the USGS topographic location map
One (1) check in the amount of $200 for the permit processing fee made payable to the NCDENR
Thank you for your attention to this project. Please call with any questions at 252-261-3300.
Sincerely,
Quible & Associa es, P.C
Pseph J J. Anlauf, P.E.
cc: Tom Steffens - USACE
Pete Kauffman - North Avon Condo Group, L.L.C.
r
Office Use Only: Form Version March 05
x'0,06;
USACE Action ID No. DWQ No.
kit any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project: ` L1 `' t_!.
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N W P 41 IS
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check-harer
ll ?E 27 D
II. Applicant Information
O C T 9 2006
1. Owner/Applicant Information
Name: North Avon Condo Group, L.L.C. Pete Kauffman Partner 1 pE?'ll: ?'ATr_F1 QUALITY
Mailing Address: P.O. Box 125, Manteo, NC 27954 """t' tRktdCN
Telephone Number:_(252)432-0059 Fax Number:
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joseph J. Anlauf, P.E.
Company Affiliation: Quible & Associates, P.C.
Mailing Address: P.O. Drawer 870, 8 Juniper Trail Kitty Hawk NC 27949
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sugar Creek South Condominiums
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Lots 2, 3,7 & 8, Blk. 11 & Lots 1-4 Blk 20, PIN
No.: 0800 15 63 4163, Lots 1 & 9 B1k. 11 PIN No.: 0800 15 53 4212
4. Location
County: Dare Nearest Town: Nags Head
Subdivision name (include phase/lot number): Lots 1-3, 2-9, Blk. 11, Lots 1-4 Blk 20,
Whalebone Beaches Revised
Directions to site (include road numbers/names, landmarks, etc.): Parcel is located in the
southwest corner of the intersection of U.S. 158, and W Gray Eagle Street The project
address is 7200 S. Croatan Highway Nags Head Dare County NC
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 54' 33" ON 75° 36' 05" °W
6. Property size (acres): +/-4.82 acres
7. Name of nearest receiving body of water: Roanoke Sound
8. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://1i2o.enr.state.nc.us/admit/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel was developed as a water sport recreation area
Updated 11/1/2005
Page 6 of 13
Parcels to the north and east are developed and used as commercial uses and the parcel to the
South is vacant.
10. Describe the overall project in detail, including the type of equipment to be used: The
project as proposed includes the fill of 0.015 acres W-668.77 sq ft) of Section 404 wetlands
for the purpose of a condominium development Equipment to be used during the
construction process includes bulldozers motor graders dump trucks and compaction
equipment.
11. Explain the purpose of the proposed work:_ The filling of a small pocket of wetlands is
proposed to facilitate the installation of the condominium development and related
appurtenances, including the actual building structure and parking surface improvements
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The Section 404 wetlands delineation was surveyed by Seaboard
Surveying and Planning, Inc., and has been confirmed by USACE Regulatory Specialist Tom
Steffens, on 3/30/06, AID #200610739. The wetland delineation and confirmation certification
block have been depicted on a survey entitled "Wetlands Survey for North Avon Condo Group,
L.L.C.", dated 03/08/06. A copy of the aforementioned plat has been enclosed as part of this
application package.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetlands fill permitting is proposed for this site The site development will
require additional permits from the NCDE&NR DWO for Stormwater Management Town of
Nags Head for soil erosion & sedimentation control plans NCDE&NR OSWS for the
permitting of the on-site wastewater system NCDE&NR PWSS for the permitting of the
watermain extension and NCDOT for the Driveway & Access Permit
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must' be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Fill of 0.015 acres of forested
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Area 1 Clearing, filling forested yes N/A 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 1.86 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width. then divide. by 4'3 56n
Stream Impact
Number

(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average

Stream Width
Before Impact Impact

Length
(linear feet) Area of

Impact
(acres)
N/A N/A

Total Stream Impact (by length and acreage) N/A
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect_
Stream Impact (acres): N/A
Wetland Impact (acres): 0.015
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The hydrogeologic report
Updated 11/1/2005
Page 9 of 13
requires that the site be filled for the proposed on-site wastewater system The site must also be
filled to gain elevation for flood zone purposes and to comply with the NCDE&NR DWQ
regulations for stormwater management purposes. The Nags Head Town Ordinance prohibits
the us of retaining walls to retain fill material on the site In order to elevate the site to comfy
with all of the relevant regulations the filling of 0.015 acres of Section 404 wetlands has been
proposed. A high density development stormwater management plan permit is currently being
sought from the NCDE&NR, DWQ which has been designed to minimize impacts to Surface
Waters of the State. A Soil Erosion and Sedimentation Control Plan will be obtained from the
Town of Nags Head which will be compliant with the Sedimentation Pollution Control Act This
SESCP will act to minimize impacts to the remaining on site wetlands through the use of silt
fence and the immediate seeding of all disturbed areas at the conclusion of an stage of grading.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, litigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:/Ai2o.eiir.state.ilc.us/iicwctlaiids/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.htin. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Updated 11/1/2005
Page I 1 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
L I Zone* Impact Multiplier Required
(square feet) Mitigation
3 (2 for Catawba)
1.5
3.
Total
* Zone I extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
from the top of the near bank of channel; Zone 2 extends an
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or.0244, or
.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing impervious coverage is to be
removed. The proposed impervious coverage calculations have been described on the attached
site plan. The proposed impervious coverage is approximately 45.19% This figure has been
calculated by the method required by the Town of Nags Head by which the impervious coverage
is divided by the total upland area of the parcel only and then multiplied by 100
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated by this proposed use will be treated by an on site advanced
pretreatment wastewater system. The treated wastewater will be disposed of in the subsurface
(non-discharge). A permit is currently being sought from the NCDE&NR QSWS for the on
site wastewater system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 12 of 13
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://li2o,enr.statealc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

E. ulb G SSo?i?f'es f?L, 10 Oe
App 1can0Ag is Signature Dat
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updatcd 11/1/2005
Page 13 of 13

Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING - SURVEYING
SINCE 1959
September 20, 2006
Mr. Pete Kauffman, Partner
North Avon Condo Group, L.L.C.
P.O. Box 125
Manteo, NC 27954
Re: Authorization to Act as Agent
Environmental Permitting
Sugar Creek South Condominiums
Dare County, Nags Head, North Carolina
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Morchello, P.L.S.
Quible & Associates, P.C. proposes to act as the agent on the Sugar Creek South Condominium Project
to obtain the necessary environmental permits for this project. In order to act as agent please read the
statement below and sign and date the statement on the appropriate locations.
I, Pete Kauffman, Partner of North Avon Condo Group, L.L.C., hereby authorize Quible & Associates,
P.C., to act as agent on the Sugar Creek South Condominium project for the purpose of environmental
ittimg, including, but not limited to, USACOE Nationwide #18 Fill Permitting and NCDE&NR,
DWQ, O1 Water Quality Certification permitting and DCM, CAMA permitting.
'? °J 2Z Q
gnature Date
Sincerely,
Quible & Associates, P.C.
oseph J. Anlauf, P.E.
Ecov stem
PROGRAM
September 29, 2006
Pete Kauffman
North Avon Condo Group
P O Box 125
Manteo, NC 27949
Project: Sugar Creek South Condos County: Dare
J
The purpose of this letter is to notify you that the North Carolina Ecosystem [enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
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. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warn
Pasquotank

03010205 0 0.015 0 0 0 0 0 0
Upon receipt of payment. EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers. Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification. and/or CAMA Permit. 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 Noventber4. 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens. USAGE-Washington
Kyle Barnes, DWQ-Wash ington
Doug fluggett. DCM-Morehead City
File
Rut-oriKg... E .. Prot" Our .ftat&
CDMR-
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net

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Name: ROANOKE ISLAND NE Location: 035° 54' 21.37" N 075° 36'20.24" W
Date: 10/4/2006 Caption: Sugar Creek South
Scale: 1 inch equals 2000 feet Condominum Development
Dare County, NC
Copyright (C) 1998, Maptech, Inc
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DWQ# 2D 0.(D Date 2
Plan Detall Incomplete
? Please provide a location map for the project.
Who Reviewed.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
?. Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.

? Please indicate all stormwaeoiltfalls on the situ plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned-sewer lines on the sito plan.
Please provide the location of any proposed stormwater management practices as required by GC 3 2-
Please provide detail for the stormwa.ter management practices as required by CC ?2.
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Avoldanco•and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate tho. or provido additional
information as to why it is necessary for this project. .
? This Office believes that tho labeled on the plans as can be moved, or reconfigured to avoid the impacts to the
Please revise the plans to avoid thq impacts.
?. This Office believes that the •labeled on the plans as can be moved or reconfigured to.mininrize the impacts to'tho
Please revise the plans to minimize the impacts.
? The stormwater discharges at tho location on the plans labeled will not provide diff4se flow through the buffer because
Plcaso revise the plans and provide calculations to show that diffuse flow will be achieved through the endrobuff r. If it
is not possible to achievo diffuse flow through the entire buffer then it may be necessaryto provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the. buffer.
Other .
?. The application fee was insufficient because over 150 feet of stream and/or.over 1 acre of wetland'impacts were requested. Please
provide $ This additional fee must be received before your application caa be reviewed.
? Please complete Section(s) on the application. -
? Please provide a signed copy of the application.'
? Pleasoprovide copies of the application, . copies of the site plans and other supporting information:
? Please submit electronic CAD files showing , via'email to [e-mail] and CD,
Mitigation
? of compensatory mitigation is required for this pro'dct.'Pleasc provider a compensatory mitigation plan.. The
plan must conform to tharequirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
N
NOTES: Z I
11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY h ~ ~ W N
1. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LLC. SEABOARD SURVEYING & PLANNING. P.O. BOX 113 w J d ~ N
SOUTH HELL, VA 23970 12. SITE ZONING: (C2) COMMERGAL (SEE CONDITIDNAL USES IN SEC. 48-4D7 (C)(10)j V ~ # v C z ~ Vr*
2. ENGiNEER:OUIBLE & ASSOCIATES, P.C. 13. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE P.O. DRAWER 679 COVENANTS THAT MAY EXISTS. x EXISTING ASPHALT PAVEMENT EX. FIRE HYDRANT ~ F w c ~ ~ z
KITTY HAWK, NC 27949 TEL:[phone], PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONDOMINIUM UNITS W1TH . ~
FAX:[phone]?60 ASSOCIATED PARKING, DRAINAGE, WATER ANO SEPTIC IMPROVEMENTS. EMAIL JJaOqufble.com EX. WATER VALVE ~j ~ v PROPOSED ASPHALT PAVEMENT V~ O t!1 °n t
15. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED. 3. LICENSED SOIL SCIENTIST: FENCE OR - ~ENOE oR ~ PROPOSED CURB AND GUTTER
SOiL & ENVIRONMENTAL CONSULTANTS, INC. 16. ALL UTlUT1ES SERNNG THIS SITE WILL BE PLACED UNDERGROUND. RAIL 11010 RAVEN RIDGE ROAD RA{L ~ J M = Pool coPlNC PROPOSED COBBLESTONE WALKWAYS ~~JJ ~ ~
RALEIGH, NORTH CAROLINA 27814 17. SITE WILL BE LIGHTED IN ACCatDANCE WITH ARTICLE IX 'OUTDOOR LIGHTING' AND SECTION TEL:[phone](F)(11) OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. ~P9 U` ~ N I PROPOSED D.I. ~ ~ w W POOL FMriSH
FAX: [phone] W~ v PILE sUPPORTED ~ STRUCTURAL CONCRETE _ _ _ _
EMAILdwellsOsandec.com 18. STORMWATER MANAGEMENT: PILE SUPPOR VOLUME OF RUNOFF GENERATED BY 4.3" PRECIPITATION = 20,608.91 CU. FT. DECK PROPOSED CONCRETE = PROPOSED STORM PIPE w O DECK w ~ WALL AND POOTfNO ~ ~ o
4. PROPERTY ADDRESS: 7200 SOUTH CROATAN HIGHWAY VOLUME OF STQRAGE IN PROPOSED iNFlLTRATtON BA~Ny~1 = 1fi,826.54 CU. FT. NAGS HEAD, NC 27959 VOLUME OF STORAGE IN PROPOSED INFlLTRATiQN BASIN~2 = 4,513.35 CU. FT. VOLUME OF TOTAL STORAGE PROPOSED (BASIN{p1+BASIN+2) = 21,339.89 CU. FT. ) _ ZZ o f'- ' ~ EX. IRON PIPE PROPOSED RIP RAP ~ w a
5. SUBOINSION: WHALEBONE EEACHE5 REVISED
LOTS 2,3,7,8 OF BLK. 11 LOTS i-4 OF BLK. 20 do PART OF TURFSTONE AVE. - -PROPOSED SWALE ® EX. CONC. MON.
LOTS 1 & 9 ~ BLK. 11 ~ STRUCTURAL NT
6. PR~OSEO DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM AND COLUMN FOUNDA110N WITH PARKING BELOW AND GROUND LEVEL ENTRY. PROPOSED USE IS TEMPORARY VEGETATION ` ~ C011CREiE SLAB ® EX. IRON ROD PROPOSED FIRE HYDRA qlr+ I - - -lo- - - EXISTING CONTOUR - ~ Z
A CONaITKNJAL usE IN c2 zoNE. PERMANENT VEGETATION ~ ® EX. PK NAIL ` ~'~P1, O JJ v;
23 - 2 BEDROOM C9NOOMINIUMS 22 - 3 BEDROOM CONDOMINWMS SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 1. ~ b • ' -9"0- PROPOSED CONTOUR « 1~ ; ~ ~o ~ EX. LIGHT POLE d ~ ,
7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BLK 20 SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
PINS: 0890-15-63-4163 LOT 1 ~ 9, BLK 11 BAHIA 30 LBS. RYE GRAIN 175 LBS. 3'_°~ ~ EX. UTILITY POLE +~o~ EXISTING SPOT GRADE :>,s Ulf ~ f-----~--~-- ; ~ , e
PIN{: 0800-15-53-4212 9'D PROPOSED SPOT GRADE ~ ''~d ~ ~
69• DB 1324 PG 174; COMMON BERMUDA 50 LBS. ffRTfII1FB B. RECORDED REFERENCE: DB 980, PG 5 (UNHULLED) MB 2, PG 203 & PC. D, SL 27 10-10-10 0 750 LB/ACRE N' Q EX. TEL. PEDESTAL f~'~ ' ~ U
~ PROPOSED FLOW ARROW © EX. CABLE PEDESTAL
9. PROPERTY IS LOCATED IN F.I.R.M. ZONES AE (EL.9') & AE (EL. 10') GERMAN MILLETT 15 LBS. FESCUE 20 IBS. (ZONES SUBJECT TO GRANGE BY F,E.M.A.) N.rs. POOI/DECK DETAIL AS PRONGED BY CAHOON ~ KASTEN ARChIITECTS o ~ ~ DRAINAGE DIVIDE
CURRENT FlRM 20NE5 PER FIRM MAP 375356-0011-D (12/20/06) NGW 29 ~ APPLY 4,OOD L8. STRAW. ANCHOR STRAW BY TACKkNG WITH ASPHALT, © EX. FLAG POLE 0 o z~
PROPOSED FlRM 20NES PER FIRM MAP 375356-0800-J (9/20/06) NAVD B8 10-10-10 0 500 LB/ACRE NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL I UI k (3 U EX. WATER METER ~~a~~~~~m
10. PARCEL AREA: LOT 1 & 9, BLK 11 = #34,447.03 SOFT. (422.61 SOFT. 404 WETLANDS) MULCH LOT 2,3,7,8, BUC. 11 & LOTS 1-4, BLK. 29 do PART OF TURFSTONE AVE. _ '0 ~ W 6v~i °o a o~zdacn~o z
#175,464.92 SOFT. (80,497.38 SOFT. COASTAL MARSH + 245.96 SOFT. APPLY 4,000 LB/A ~E ANCHORINGCTOOLSAD SK WITH BLADE51 SET NEARLY 404 WETLANDS) NETTING, OR A MUL N as ~ao°tl~ w'nOj.o~to J
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. TOTAL PROJECT PARC€L AREA = #209,911.95 SQ.FT. U _ ~K W.. Z~Q O~ ~gW!ls0.d O#
TOTAL UPLAND AREA = #129,504.57 SOFT. (INCLUDES 668.77 SOFT. FlLLED "~~~~~5~~ ~ a ~ W F~
404 WETLAND POCKET) I_ s 1 ~ +a W~woa~~5o ' ~ ~ ~~~~pa~ 5
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DB 1324, P6~167) _ - - - - - . --------'{----------J~ h `
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oss~vID HE4TER LEVF3 ~ WEIR ELEV. 0 6.5' LOT (p3/03/GISI ~ I 1 \ OUTLET~6 INV. DUT 0 4.5' GI Ir ~ D / D?--GY ' Norf. - ~ BEFORE YOU DIG 1 THE DATA GJVEN ON TNESE PLANS IS BELIEVED
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SURVEY INFORMATION BY: h - 1 IV QL NVVVRAIL, L/NI 1111. -VV i .
L±35' (PG E, 5L 277) , 6 R ~T"n`~ FREE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE SCALE r - ` CALL TOIL FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, APHIC
Suboud Urve*g & Phnnin& Im CURVE TABLE FILTER WF GRAPHIC SC AND DIMENSIONS OF THE EXISTING UTILITIES
103 WEST WOODHILL DRIVE P.O. BOX 58 TOWN OF NAGS HEAD 30 0 15 ~ e 13• 179.78 ,7Si,a 0 15 30 so 800-632-4949 PRIOR TO CONSTRUCTION. IF A DISCREPANCY QMORTH CAROLINA IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NAGS HEAD, N.C. 27959 252-480-9998 (56 1486, F(5 301) P.O. eox 99 ONE CALL NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
W65 WAD, W 37459 ( IN FEET ) NOTICE TO PROCEED. ( IN FEET) OF 17 SHEETS
E inch = 30 ft.
DRAWING FILE: P06011-SOUTNBASE.dwy 1 inch = 30
PLOT INFO: DATE: 8/25/2006 11:30 AM SCALE: 0.386863

NOTES
1. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LLC. 11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWV ON THIS PLAN IS BASED ON A SURVEY BY
P.O. BOX 113 SEABOARD SURVEYING & PLANNING. SOUTH HILL, VA 23970
12. SITE ZONING: (C2) COMMERCIAL (SEE CONDITIONAL USES IN SEC. 48-407 (C)(10)J 2. ENGINEER: QUIBLE & ASSOCIATES, P.C. ~F
P.O. DRAWER 870 13. PROPOSED: NEW DEVELOPMENT - 45 CONDOMINIUM UNITS KITTY HAWK, NC 21949 zz _ g}
1EL:[phone] 14. PARKING CALCULATIONS: FAX: [phone] l ~ 0 ~ ~ N
EMAIL•JJaOqulblacom MULTIFAMILY RESIDENDAL• / Q. ~ N
REQUIRED: 2,5 SPACE/UNIT % 45 UNITS = 11; SPACES 3. LICENSED SOIL SCIENTIST: TOTAL REQUiRED:113 SPACES 158 ~ 2 ~ U * ~
SON. & ENNRONMENTAL CONSULTANTS, INC. TOTAL PR014DED:114 SPACES 11010 RAVEN RIDGE ROAD ADA SPACES REQUIRED: 5 SPACES r" ~J„ ~ r ~ 4) Z W
RALEIGH, NORTH CAROLINA 27614 ADA SPACES PROVIDED: 5 SPACES TEL:[phone] ~ ~ J U c
FAX; (919}846-9467 15. LOT COVERAGE: EMAILdwella6sandec,com PRQPOSED COVERAGE 23. PRfOR TO LANG DISTURBANCE, A TOWN APPROVED SOIL EROSION AND SEDiMENTATiDN CONTROL ~ W
BUILDING ~ DECKS = 23,748.76 ';Q.FT. PLAN IS REQUIRED. 4. PROPERTY ADDRESS: 7200 SWTH CROATAN HIGHWAY PARKING AND DRIVES ~ 31,577.12 SQ.FT. 24, THE ENTIRE SITE Will BE IN FULL COMPLIANCE N7T1i ALL APPUCABL NFP L/ p o 6 ~ U U N M y SITE C~ ~ M
NAGS HEAD, NC 27959 POOL AND CONC. DECK 1,104.10 SOFT. E A REGULATIONS PERMEABLE WALK m 1,274.08 SQ.FT. PERTAINING TO FlRE PROTECTION INCLUDING BUT NOT LIMITED TO NFPA 30 AS WELL AS E ~ *Q ~f ~ ~ ~ ~ a
5. SUBDIVISION: WHALEBONE BEACHES REVISED DUMPSTER PADS 400.00 SR.FT. VOLUME V OF THE NC STATE BUILDING CODE, LOT'S 2,3,7,6 OF BLK. „ COBRIFtTONE WALxS , ua 87 co cT SHEET O O J 1 V S 0~ I/1 C~ ~ N I r ~ NJ ~
25. IN LOTS 1-4 OF BLK. 20 & PART OF TURFSTONE AVE. TOTAL COVERAGE 59,489.03 SQ.FT. (46.170. ALL BUILDN4G SIGNAGE SHALL BE IN ACCORDANCE WITH ARTICLE 1411 LOTS 1 & 9 OF BLK. 11 TOTAL IMPERVIOUS COVERAGE . 58,214.95 SQ.fT. (EXCLUDES PERMEABLE WALK SECTION 48-56 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. .EET I - ~ ~ W NDE~ t~ W ~ v
26. THIS PLAN SHALL COMPLY 107TH VOLUM HEET 6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOC FRAME ON STEEL BEA'a PERCENT COVERAGE =58,214.95 SQ.FT./128,835.80 SQ.FT. X 100 = 45.19X E 1C OF THE NC BUILDING CODE. HEET - A - 1 IT S - m EP LAN >
AND COLUMN FWNDATION WITH PARKING BEtOW AND GRWND LEVEL ENTRY. PROPOSED USE IS MA%IMUM ALLOWED COVERAGE (55.00 = 70,859.69 SQ.FT. 27. THE PROPOSED BUILDING SHALL COMPLY NA1H CHAPTER 10 OF 1HE TOWN OF NAGS HEAD CODE A CONDITIONAL USE IN C2 ZONE. OF ORDINANCES. SHEET ~ F zZ o I'~ w w r
16. SETBACKS: REQUIRED PROV,DEO 23 - 2 BEDROOM CONDOMINIUMS FltONT 66.5' 207.5' 28. BU1LDtNG CQNSTRUCTION TO CONFORM TO 2002 FlRE PREVENTION CODE, SHEET i/ - 6J N E a GRADIN g G&DR AINAGE 4
22 - 3 BEDROOM CONDOMINIUMS SIDE (SOUTH): 66.5' 66.5' OR LAlES7 EDITION. Spy 51
SH EE T 7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BLK 20 SIDE (NORTH): 66.5' 66.87 29. A RECOMBINATION PLAT IS RE R PINS: 0800-15-fi3-4163 REAR 66.5' 19fi.74' QUI ED PRIOR TO ISSUANCE OF A BUILDING PERMIL - i SH EE T UTI LIT' PLA N 1't/llllflfr!!
LOT 1 & 9 _BLH ii- IN ACCORDAN 30. ALL E%ISTiNG IMPROVEMENTS TO BE R H CE WITH 1 EM ET 4 ~ tff~. H - 2b4 ma P` ~ art , ET ,
PINS: 0800 15 53 4212 .75 TIMES THE TOP PLATE WEIGHT (36.5') OVED UNLESS OTHERWISE NOTED. B, RECORDED REFERENCE: DB 980, PG 569; DB 1324, PG 174; ,7. BUFFERYARDS: REQUIRED PROWDED 31. EXISTING VEGETATION TO BE PRESERVED WHERE POSSN3LE. LI , ~ . TIN 243. , P . LAN . J ~,,,:•'QJ,
M8 2, PG 203 dt PC. D, SL 27 NORTH 10' TYPE 'A' 10' TYPE "A" S L't ET S E ~ ~ ET I : LE J I N E DI w E
SOUTH 10' TYPE 'A' 10' TYPE "A" 32. ARMY CORPS OF ENGN~tEER "404" JUR15D1CTIONAL WETLANDS ARf LOCATED ON THE SITE. 9. PRQPERTY IS LOCATED IN F,LR,M, ZONES AE (EL.9') & AE (EL. ,0'} EAST 10' TYPE 'A" 10' TYPE "A" J3. A DRIVEWAY ACCESS PERMIT SHALL BE OBTAINED FROM NCDOT PRIOR TO I SU NT n Q R L PL AN d~ . a . U :N W -
(ZONES SUBJECT TO CHANGf BY F.E.M.A.) WEST N A N A 5 ANCE OF HE / LiT / BUILDING PERMIT. HE - ~ ET L DS A PIN PL N . AN Y i
CURRENT FlRM ZONES PER FlRM MAP 37535fi-0011-D (12/2O/O6) NGVD 29 18. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE 34, AHIGH-DENSITY STORMWATER MANAGEMENT PERk41T SHALL BE OBTAMlED FROM NCDENR PROPOSED FlRM ZONES PER FiRM MAP 375356-0800-J (9/20/06) NAVD 88 (AS SHOWN) COVENANTS THAT MAY E%ISTS. DINSION OF WATER u SHEET
R AUTY PRttX: TO ISSUANCE OF A BUILDING PERMIT. 10. PARCEL AREA: LOT 1 de 9, BLK 11 = 134,447.03 SQ,FT. (422.81 SQ.FT. 404 WETLANDS) 19. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONDOMIN{UM UNITS W1TH 35. A CAMA PERMIT FROM THE DIV#SION OF COASTAL MANAGEMENT SHALL BE OBTANdED PRIOR TO LAN DE Q ~ SHEET 7 - ~ ~ ' SITE P TAIL S o, VIA MAP
LOT 2,3,7,8, BLK. ii & LOTS 1-4, BI.K. 20 & PART OF NRFSTQNE AVE. = ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC NAPROVEMENTS. ISSUANCE OF A BUILDING PERMIT. SHEE T AGS HEAD ~ SHEE - fflilllll T GR N.T. ADIN s.
1175,464.92 SQ.f'f. (80,407,38 SQ.FT. COASTAL MARSH + 245.96 SQ.FT. 2D. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERNflSE NOTED. 36. SOIJD WA 404 WETLANDS) NAGS HEAD CODE NUM T RNARS SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 30 OF THE DRA INA GE DET AIL S
21. ALL UTILITIES SERVING THIS SITE WiLL BE PLA BE ND SIZE OF CONTAINERS SHALL BE IN ACCORDANCE WITH SECTION SH CED UNDERCROU LET TOTAL PROJECT PARCEL AREA - 1209,911,95 SQ,FT. ND• 30-7(C)(4). SH - _LL EET ATE RL INE DET AIL °J~~WJtjU
TOTAL UPLAND AREA = 3128,835.80 SQ.FT, (EXCLUDES 66&77 SQ.FT. FlLLED 22, SITE WILL BE LIGHTED IN ACCORDANCE N1TH ARTICLE IK 'OUTDOOR UGHT,NG" AND ~CBON 37. SIZE LANDSCAPING RE IR 404 WETLAND POCKET) 48-443(F)(11) OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. QU ED. 129,504.57 SQ.FT.(INCLUDES 668.77 SF FlLLED WETLAND POCKET} SHEET ~~~W°J"
X 15X = 19,425.69 SQ.FT. (SITE LANDSCAPING PROVN~D: ,9,665.93 SQ.FT) FRONT & SIDE YARD LANDSCAPING REQUHtEO: ,9,425.89 SQ.FT. X 50~ = 9,712.84 SR.FT. SHEET - ~ W _>NZ~~m 1 T HR 1 . N U 6 a WASTE p WATER a LS ~rr DETAI _ o N O ~ d~If~VUI,~J
FRONT & SIDE LANDSCAPING PR014DED: 19,665.93 SQ.FT. N H a°- Nal1~mC? W W~ gg
- LOT 10 ~ " " ' -TV- - - - U ~wWZ~Q _ ~ ~ Nam N tnUNj~sU~
. 5. 19.94 0~ LOT q n, 1 NORTH AEON CONDO GROUP ~j ~,!i// , / -JJ ~ - LoT 9 _ ~ ~ ~ BLK 19 DORMER I ~ l~ ~ i I ~ w~Wn~ g~~
oev v~Ar~e ~ ~ ~ ~ L Y ~ . Ir ~I I ,i~~, L - I.. i i ~ ~ I ~ m W~~° ~s
~a~araal _ - _ 1 TURFST N ~ ~1-K, 12 _ 0 EASE. w- - - ~1 ~ ~ ~ ~ I ° ~~n§m~~
1 ~ 4 ~b0' WW WITHDRAWN ~ n L - I - ' - ' _ ~ ~ ~ , DB 1324, PG 167 ' a
~ I; -I~! I
~ - _ I ~ SUGAR CREEK NORTH RaPOSeD 2 ' I
. _ g/,~ is I 4 CURB (NOT A PART OF THIS PLAN SET & cuTTER (SEE ~
~ - - - - - - - - - - ?e! ~ - - - - - ~ _ _ _ - DETAIL THIS SHEET) ,n i ~
Z - - , O O r~ \ R~q, 0 a
Nom,, N~ o ` ~ _ _ _ - _ W. GRAY ~'AGLE S
~ ~ o ~ 4 -___~7 ' EAGLES . g~ j _ _
~Z _ Z / (60' PUBLIC R/W) ~uaL>C f? w n ° ; z
/ ? ~ _ ~ ° - • - z v,
- ^ t1'~9 too' ~ ~ ~ w 5 Sao B. GRAY EAGLE ST. ~ w
I i ! / ~ C o C 't ..1 / ~ ~ R ~ PLANS FOR GRAY EAGLE ST. (so R/w) ~
zW ~~,1(, / 'its -~'I, - ~ ~ / HANDICAP I ? 4 S 6 7 8 '0' IMPROVMEN N TS 70 BE SUBMITTED ROPOSm 24 CURB ~
~ SIGNS J W . -g8 UNDER SEPARATE COVER. & cuTTER (SEE ~ _ _ _ _ 9 10 tY 12 13 ~ DETAIL THI SHOWN FOR ILLUSTRATIVE s SHEET) , • ~ p
- _ JW LilQ , W Q Ce ~ . - ' N 72'00'00" E 1681.18' 22.0 22.0' PURPOSED ONLY
~ g~ w s? a t, - ~ ' ~ w i a
o
' - _ ~ r- r rr .rr r r r ~ ~ - . ' - _ r. _ - - _ , r
~ ~ - ' ~ ~ ~ _ - - - - f?` -F-~ I ~RATCN BASIN :~I _ ~ ? L38~ 0 2~ ~ - - 43 z ~¢~~Dc ~ ~ -2'-D ANG _ - - ~ a~~ ~ ~ v ~
~ ' i- ~ ~ - - - - - - - - - - - 2`OVERHANG- 1 ~ i • I E
4d J - ~ LOT i 1 ( ~ ~ ~ r. 1 N Q I O
1 ~ ~ r p; (36 I T 4 ~ 3 ~ e 7 8 g 10 11 12 TJ 14 / ~ BLK. 2C. I ~ 417 o - - - - ,t ~ PROPOSES SIGU 1N COMPLIAN'Ce" i . ~ WI1H ARTICLE VCI ;SIGNS ANO ~'f'5~. ~
~ re.o' ~ ~ OUTDOOR ADVERTIS`dGS ~ i
w• LINE AS SCALED FROM- ~ a ~ (7t ~ 10 Z 8 f. ~g ~ o _ ~•o' ~ stuucru~ES) of rHE N~acs ~ ~ o (typ.)46 HEAD ZONING ORDINANCE ~ '~~~~e~. I ~ Z
~ ELIMINARY t:IR6~ ZONE MAP ; LQ1~ q mb >a - - LOT ! ' a ` ' ~ I ~
375356 0800 J ~ ~ `m I ~ xi ~ as as BLK. U .a~~~,,~r,,Q r
- - - - _ _ z I ~ ~ MW PARKING k - - - - 1._, ~ t ` u n ' ~ o ~ Q
I, / < ' ~ ,~I~, ~ ~ ~ ~ _ ~ ~ _ I U (a5A`G4LTJ ~ O ~n N
M 2 ii i t7 `t Q st FJ.I ~ I I cp tr,J U
I ~ ~ ~ / I I 1 t~ i z _ I U ~
i ~ r~ ~2'' !1,1. ELEVATED ~ i i 52 ~ WOOD UPLANDS t. 52 -------~RE7G128;83B'SF------------; ~ I
I ~ C7 25 WALKWAY ~ ~ _ A _ ice. - I ~ _ ~.9D8AGRES-------------~ _ ~ Z N - , r
c~ ~ ~ . f C~~ - ~ 53 ~A . ~ ~ ~ ~ 48~' 53 _.l o---------
- - 1~~: BUILDING INFORMA710N ~ ' - C OBTAINED IN ~ , ~ ~ P9A~lk"iNG 3J ~ FORMAT FROM~CAHOON kk WETLANDS - ENE 54 PS~ING 54 ~ - - - - i ' W
- ~3 8 KASTEN ARCHITECTS. 7 ~ . ~ „ ~ 6¢9 Srt. - p~ NE z ^I U , ~ ` J --------P~Ii~~EL-2 I EXISTING ASPHALT PAVEMENT
0 2 ~ ! o L29 ~ _ LOT 2 FlLL NA#~: ~ ~ ~ ~o;atb ~ s ~ ~ 1 5~ s~ orCre~-sw,Ln ~ ~ ° I- I__~ L_~\~ 1 r ; g ~1~ V Q - - _ ~ _ - - - -,4f~EA-= ~9t>~-S.F: (4.8I4A6RE5)- - - - - - - -
1 BORING ~1 i , : _ , ~ L. T 8 BLK. 20 ~ ~ ~ - _ ~ / [r~ tiT GroundFloorPlon.dwg ~ ~ _
2 w~TtAHOS ~ ~ ~ A~ . , / I ( Y AREA .300.107 SF. \ '1 ~ S~ ~ I { i ~T rz: ~ ~1,,i ` PROPOSED ASPHALT P Y - AVEMENT - r -----------------~~p}------I--
31. ~ ~ - rV ~ ~ 845 ACRES - ~ a ~ ~ I I ~ ~ - ~ ~ '0 [ I OA VAN
~ ~ ~ m ~ , ' ~ accessreLE z ~ PROPOSED COBBLESTONE WALKWAYS L SIGN (T1P. Y
C~ ~ ~ , , ~ ~ > BORING /2 , . - p i _ , N ~ _ - ~ _ ~ ~ ~ ~ ~i% - - - - ~ it - ~ ~ ~ o~ 57 EACH SPACE) I " i J
PROPOSED LOT 2 ~ QO 3 PROPOSED CONCRETE m C~BLESTONE ! ~ Z
LME TABLE \ ~ \ ~ - ~ r~ BEARING ~ ~ oecx WALKWAY BLK. Il I ~ ~ ~ ~ (5. vnDE ! ~I ~ EX. IRON
I 4. ~ ~ ~ I _ t L2 4 i - I ) ~ o / PIPE I U ' ~ ~
Lea ~ ~ - ~ 1- Z ~ L18 ~ u i ~ f.. ~ `j' cif ~ ~ L4 t7.r rot' ~ ~ ~ PRE~PU~~ED ~I i :,:~0 ~ t • W ( w (s! B'xto' SCREENm ~ x. ; , ~ m ¦ EX. CONC. MON. rY
f- ~ ~ z ~ I ~ se ~ ~w ro ~ NIA J ,1 L o CON~0~1 ~ hill I O Q - _ L! 14.41 4 ~ { ~ . ~ Q „ ~ DUAtPSTER PADS • c i Q _ s .
L16 coNCRETE ! > i ¦ EX. IRON ROD ~ ~ - _ FOOTER ~ O E+I~iC I _
~ _ u x. \ ~ ~ r1 FARE +/~i[ ~ - U H se ' 4" ~i~ I i ~ L1 11 .1854'5 " ~ 14 I Fl LT , - I i I 7 b9 "4 ~ ~ i~ -------~-~i _ _ - c' I ~ EX. PK NAIL J v.[ I I------- V~ I .
W ~ LOT 3 uo x.1o o'I ~ n 0' _ v. , f . Lt1 14.98 0. 0'3 " ' ~ i~ 1 7 ~ ' 87 65 ~...,~~w:.. lti ~u~, I ,y_ I ~ EX. LIGHT POLE
Y (n _ BLK. 20 U4 7 I ~ i_ a,;~ s, _ . ~ I ~ uJ izp s7oro5 ~ w i ;m, ~ ~ ~ - - - - O~EAD iNF I r------------------- OR~A
- Lt4 1 N I ~ ?i ~ - - . ~ TIONSIGN _ I - - - • EX. UTILITY POLE
Q ~j ~ l ~ I, L15 m S" 0" I ~i ~ I 7 7 ~ - d ~ ~ - - ue oae s ~ ~ ~ i ( 7o ee ~ i, ~ .Q ._.I L13 L12 - / ~ r~' ~ - u7 is N2r '11' ~,4"' ~ ~ 66 64 ~ ~ - - - - I 1
~~i I -at~'/ 7 U ~j U! +1.71 N7 7 ' - ~ 'I ~ I - ~ 63 6 ~r- - , _ C EX. TEL PEDESTAL - - - - - ~ q _ ; ! !CONCRETE d `~Ca~ r', GUARD FOOTER
p U9 1.16 `18' I ~ 2 ~y _ - - ~ ~ ~ ~ RaiL I ' G EX. CABLE P ~ N _ C EDESTAL
~.L ~ 1 Ell G I i ~ - 14. N7 LLI 0 i ? t ~f ~ R ~ ~ _ ! - 1 09 ~ o
V .I ~ N 1 T mI ,.-~y~,,~~- _ - - F... L44 it N5 ~ ~va~ 0 i~` - - - - - - - - ~ EX. FLAG POLE _ ~ fi"<n_ i _ o.
_ . ,1.61 ~ i ~ 1 ~ ~ a~ ~ L41 , I p PFRS~>J i-- F-- _ _ 1 l ~ _ ~ DSED . I tta tta EX. WATER METER Q
~ I ~ ~ eo~+:fsrRNe - ~ ; ~ ~ ~ w+~r ~ . WALKWAY 4Y It2 itto fiq~ + . I ~ r W
~ _ _ L41 7 L~,L..- ° • ~ A MDE) ~ 4 (5. YAOE) _ L6 I ~ i. ,1, Z O Zn c, l 10.0.(1;~y.) P~yd E) ~ ° t i EX. FIRE HYDR ~ ai J ANT
7 ~ 15 Six' M~ ~ I' L32 ~ ~ N
- ~ N~ ego ~ ~ J I ~ toi a. {t ~ ~ ~ ~ I ~ ! EX. WATER VALVE dt~, LOT 3 ~ 1 / ~L.=~J~ I 1 f ~ ~ _ - _ _ t -J
L34 K Q ~ f ~ I I O 04 ~ 86 n 87 ~ ~ 9Q 91 92 ~~,3 64 96 96 97 ~ LOT 4 ~ ~ . > ` > , 62 B3 ~ - ' K. / \ ` ~ j ^ 1'° -PROPOSED CUR ~ '~o.. ` ~ ~ I ~ - 8 AND GUTTER
~ Lk 8.41 ~ ~ Q ~ ~ sg ~ 1 ~ . <1 I ~ toa 0 ' ' - , CEN~GJfSSf(#V N0.
' _ _ ~ am ~ _ UI 1 Y ~ ~ La„ I PROPOSED 2' OVERHANG - - - - - - - - - - - - - - UI 6.01 N ~ ~ t0'X28' 0 0 2' OVERHANG ` \ tG2 ~2 rl s~~.~~rrLr~r,`- l ~~w4[T/ ! C PROPOSED D.I. t A ,F> . ! P06411
_ UO 7.2J O I I ~ C4 I LOADING BAY/ w ro 2' OVFRH Lot 7.OJ ~I I I i NRNAROUND - - - - ~ ~ - _ _ ro ANG o~, , ~ toff - RHgNC ` toy roe d 2r ~.t? ~ i PROPOSED STORM PIPE DESIGNED BY
- J - ~1. JJA
Y, , ,1 I / ~ j; _ Los ,216 ` PROPOSED RIP-RAP r~;~ ; ANC , DRAWN BY
N1 .t ' I '7 J L4e 6.14 ~ W- .J Q ~ NDp S 72'00'00" W 200.00 F ~ ~ _ TAS
~I i Lil ~ W L._.....::~ s;. 00 .t, I PROPOSED SWALE CHECKED BY S 77 51'- ~ i
- Ct: ~ ~ ~ pC) OdSPAVIDWAffRLEV6. / iQ ~ ~ I *s~:;:-'~_ OO J ~ ..F. "O (03/03/g5) 10 W 143.84' PROPOSED FIRE HYDRANT JJA
' S 72'00'00" W 1312.56' f~M11A1UM HEIGHT OF I ISSUE DATE BUFFER PLANTINGS L
I LOT 3 ALONG PARKING To LD WETLAND FLAG LOCATION 5~30~as BE 3' AS IAEASUREO NOTE:
SURVEY INFORMATION BY: I ~,11~AR ~~F~~
PARKING LOT TOP / THE DATA GIVEN ON THESE PLANS IS BELIEVED NO.
7 i s (PG E SL 27) GRAPHIC Surveying 8t Pluning Inc, CURVE TABLE SCALI CUBA o~ A cne as o~c WF CHORD 1 30 IIC SCALE OF CURB TO BE ACCURATE, BUT THE ACCURACY IS NOT BEFORE YOU DIG !
103 WEST WOODHILL DRIVE Cl t 17978IFs.es r a •w P.O. BOX 58 TOWN OF N,465 HEi417 o :s 30 GUARANTEED. THE CONTRACTOR IS RESPONSIBLE IS 30 60 FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES
NAGS HEAD, N.C. 27959 252-480-9998 (,B 1406, PG 30U CALL TOLL FREE AND DNIENSIONS OF THE EXISTING UTILITIES
Po. wx qq HA65 WAR,, ne 27g5q PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER I-800-632-4949
DRAWING FILE: P06011-SOUTHBASE.dwg ( IN FEET ) 1 FEET) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NORTH CAROLINA
1 inch INFO: DATE: 8/25/2006 11:30 AM SCALE: 0.386863 = 30 fi NOTICE TO PROCEED. ONE CALL I = 30 ft.
QF P SHEETS

NOTES: 11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY • ~ ~Z N
i. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LLC. SEABOARD SURVEYING & PLANNMIG. P,O. BOX 113 Z ~ I
SOUTH HILL, VA 23970 12. SITE 20NING: (C2) COMMERGAL ISEE CONDITIONAL USES IN SEC. 48-407 (C)(10)I ° ~ a
2. ENGINfER:OUIBIE & ASSOCIATES, P.C. 13. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. T1tEY DO NOT REFLECT ANY RESTRICTIVE P.O. DRAWER 870 COVENANTS THAT MAY EXISTS. ~ N W # (/1 fV C
KITTY HANK, NC 27949 TEL:[phone]. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONDOMINIUM UNITS MATH Z rra~n iF v Y
FAX; [phone] ASSOCIATED PARKING, DRAINAGE, WATER ANO SEPTIC IMPROVEMENTS. • EXISTING ASPHALT PAVEMENT EX. FIRE HYDRANT ~ ? ~ o r ~ F w 1. t
EMAIL• J)a0qulble.com 15. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED. ~U ~z m EX. WATER VALVE ~ tow ~
3. LICENSED SOIL SCIENTIST: 501E & ENVIRONMENTAL CONSULTANTS, INC. t6. ALL UiIUTIES SERVING THIS SITE YAIl BE PLACED UNDERGROUND, FENCE OR - PROPOSED ASPHALT PAVEMENT ~ ~rl z ~ a FENCE OR ~ / 1 p ~ b
11010 RAVEN RIDGE ROAD RAIL RALEIGH, NORTH CAROLINA 27614 17. SITE HALL BE LIGHTED IN ACCORDANCE WITH ARTICIE IX "OUTDOOR LIGHTING° AND SECTION RAIL PROPOSED CURB AND GUTTER o ~ M
TEL:[phone](F)(11) OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. FAX; [phone] PflOI COPING ~ 't I PROPOSED COBBLESTONE WALKWAYS VJ z N
EMAlLdwelis+Osondec.com 16. STORMWATER MANAGEMENT: VOLUME OF RUNOFF GENERATED BY 4.3° PRECIPITATK>H = 20,808.91 CU. FT. PILE SUPPORTE Pool FINISH ? PROPOSED D.i, •!*I ~ ~ w W Pitt SIfPPORTED ~ ~ ~
4. PROPERTY ADDRESS: 7200 SDUTH CROATAN HIGHWAY VOLUME OF STORA(~ IN PROPOSED INFlLTRAl10N BASIN~1 = 16,826.54 CU. FT. DECK NAGS HEAD, NC 27959 VOLUME OF STORAGE IN PROPOSED INFILTRATION BASIN~2 = 4,513.35 Cll. FT. DECK ~ STRUCTURAL CONCRETE wau.ANDFOOnNC PROPOSED CONCRETE _ _ _ = PROP05ED STORM PIPE w o ~~:_'h' ~
VOLUME OF TOTAL STORAGE PROPOSED (BASIN~I+BASlN+2) = 21,339.89 CU. FT. 5. SUBDIVISION: WHALEBONE BEACHES REVISED I• ~ > c
LOTS 2,3,7,8 OF BLK. 11 LOTS 1-4 OF BLK. 20 & PART Or TURFSTONE AVE. ~ ~ EX. IRON PIPE PROPOSED RIP-RAP ~ w r
LOTS 1 & 9 OF BLK. 11 ' ~I ~ EX. CONC. MOH, - - PROP05ED SWALE
6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM t~ STRUCTURAL
ANO COLUMN FOUNDATION WITH PARKING BELOW AND GRWND LEVEL EN1RY. PROPOSED USE IS A coNDlttowAL USE IN c2 zoNE. PERMANENT VEGETATION TEMPORARY VEGETATION CONCRETE SLAB A EX. IRON ROD PROPOSED FIRE HYDRANT ,uu~+urr 'h
23 - 2 BEDROOM CONDOMINIUMS .l ~ EX. PK NAIL - - - - EXISTING CONTOUR ~P„"~~",,,,~~ Z
22 - 3 BEDROOM CONDu'M1NIUMS SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 I. v . °~P~ - ~
7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BLK 20 SEED MIXTURE APPLICATION RATES/ACRE SEED MIXIURE APPLICATION RATES/ACRE PINS: 0600-15-63-4163 m„ ~ EX. LIGHT POLE -9.0- PROP05ED CONTOUR ; ~ ~ ~o
LOT 1 k 9, BLK 11 BAHIA 30 LBS. RYE GRAIN 175 LBS. 0 PINS: 0800-15-53-4212 d Q =to Q~ Q ~~-O~ p0 °U1 W~
COMMON BERMUDA 50 LBS. 8. RECORDED REFERENCE: D$ 980, PG 569; DB 1324, PG 174; (UNHULLED) fFR _ EX. UTILITY POLE EXISTING SPOT GRADE ~ U :us (nom • y ~'u0 N r'~ f-
MB 2, PG 203 & PC. D, SL 27 10-10-10 ~ 750 LEI/ACRE Q EX. TEL. PEDESTAL PROPOSED SPOT GRADE , 5
9. PROPERTY IS LOCATED IN F.I.R.M. ZONES AE (EL.9') & AE (EL. 10'} GERMAN MILLETT 15 LBS. (ZONES SUBJECT TO CHANGE BY F.E.M.A.) FESCUE 20 LBS. + Q Q ~r ~ rt+r N ~ ,
; CURRENT FlRM ZONES PER FIRM MAP 375356-0011-D (12/29/06) NGVD 29 APPLY 4,0(X1 LB. STRAW. ANCHOR STRAW BY TACKING YATH ASPHALT, N.TS. Q EX. CABLE PEDESTAL ~ PROPOSED FLOW ARROW '+rr„rrrr~,,,n`
PROPOSED FlRM 20NES PER FlRM MAP 375356-OBOO-J (9/20/06) NAVD 88 10-10-10 ®500 LB/ACRE NETTING QR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY POOL/DECK DETAIL AS PROVIDED 8Y CAHOON Ec KASTEN ARCNITEGTS © EX. FLAG POLE ~ ~ ~ DRAINAGE DIVIDE
10. PARCEL AREA: LOT 1 Sc 9, BLK 11 = 134,447.03 SOFT. (422,81 SOFT. 404 WETLANDS) STRAIGHT CAN Bf USED AS A MULCH ANCHORING TOOL
LOT 2,3,7,8, BLK. 11 & LOTS 1-4, BLK. 20 ~ PART OF IURFSTQNE AVE. = MULCH }175,464.92 SOFT. (80,407.38 SOFT. COASTAL MARSH + 245.96 Sfl.FT. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING PATH ASPHALT, X. WA R ~ ~ v E TE METER ~~~N~~~~
404 WETLANDS) NETTING, OR A MULCH ANCH~ING 700L. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 1p U i'J V~~0~7 O n: ~ti~pv Ud~Z a h as 'rc~a~md
TOTAL PROJECT PARCEL AREA = 1209,911.95 SQ.FT. TOTAL UPLAND AREA = 1129,504.57 SOFT. (INCLUDES 668.77 SOFT. FlLItD
404 WETLAND POCKET) U` w~:~tlWN2~< Oa ~aw2Nddo3
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f~,,,,.,~~ L±35' VEGETAM (PG E, 5L 277) Snbmd '~e*g & PZ$nain& Im CURVE TABLE 16 RLTER N/F GRAPHIC SCAL CALL TOLL FREE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE HIC SCALE
103 WEST WOODHILL DRIVE P.O. BOX 58 aA TA cni . G FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
Cl 115U.T71 VMS" 9.781 , e TOWN OF NA63 HEAD 310 0 15 30 NAGS HEAD, N.C. 27959 252-480-9998 (L781466 P6 301) 15 30 so I-IIOO-632-4949 AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY
P.O. BOX 44 NORTH CAROLINA IS FOUND, WORK SHALL CEASE AND THE ENGINEER
4465 h6W ne 11459 ONE CALL NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED.
( IN FEET ) DRAWING FILE: P06011-SOUTHBASE.dw 9 1 inch = 30 ft. IN FEET )
PLOT INFO: DATE: 8/25/2006 11:30 AID SCALE: 0.386863 :h = 30 rt. OF SHEETS

NOTES
1. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LLC.
P,O, BOX 113 11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY SOUTH HILL, VA 23970 SEA80ARD SURVEYING & PLANNING.
2. ENGINEER: QUIBLE & ASSOCIATES, P.C. 12. SITE ZONING: (C2) COMMERCIAL (SEE CONDI110NAL USES HJ SEC, 48-
P.O. DRAWER 870 407 (C)(10)} KITTY HAWK, NC 27949 13. PROPOSED; NEW DEVELOPMENT - 45 CONDOMINIUM UNITS ~o f~
TEL: (252}261-3300 14. PARKING C FAX: [phone] ALCULATIONS: e o N
EMAIL: JJaOqulbie.com MULTIF AMILY RESIDENTIAL: Z ~ } 1
3. LICENSED SOiI SCIENTIST: REQUiRED:2.5 SPACE/UNIT X 45 UNITS = 113 SPACES SINL dt ENVIRONMENTAL CONSLiLTANTS, fNC. TOTAL REWIRED:113 SPACES y e zw ~ ~ 4 ~ N
11010 RAVEN RIDGE ROAD TOTAL PROViDED:114 SPACES RALEIGH, NORTH CAROLINA 27614 ADA SPACES REWIRED: 5 SPACES ~ ~ Q ~ N (.1 1F ~ N C
TEL:[phone] ADA SPACES PROVIDED: 5 SPACES ~ I5b ~ 2 c9 * V c
FAX: [phone]. LOT COVERAGE: EMAIL• dwells05andec.com PROPO r Gop ~ ~ ~ z to X a 12 ~ ~ F... W 4 b
SED COVERAGE; 23. PRIOR TO LANG DISTi1RBANCE, A TOWN APPROVED SOIL EROSION AND SEDIM 4. PROPERTY ADDRESS; 7200 SOUTH CROATAN HIGHWAY BUtt.DING & DECKS = 23,748.76 SQ.FT. PLAN IS REWIRED. ENTAiION CONTROL J JU ~
PARKING AND DRIVES a 31,577.12 SQ.FT. NAGS HEAD, NC 27959 POOL AND CONC. DECK 1,104.10 SQ.F'f. 24. THE ENTIRE SITE WYLL BE IN FU i~l Z U a O P,
PERMEABLE WALK LL COMPUANGE W1TH ALl APPLICABLE NFPA REGULATIONS 5. SUBDIVISION: WHALEBONE BEACHES REVISED = 1,274.D8 SQ.FT. PERTAINING TO FIRE PROTEC710N kNCLUDING BUT NOT LIMITED TO NFPA 30 AS WELL AS LOTS 2,3,7,8 OF BLK. 11 DUMPSTER PADS = 400.00 SOFT. VOLUME V OF THE NC STATE BUILDING CWE. SITE ~ J M
LOTS 1-4 OF BLK. 20 & PART OF TURFSTONE AVE. IKC - 1 vlaa~ cn R LOTS 1 & 9 OF BLK. 11 TOTAL COVERAGE = 59,489.03 SQ.FT. (46.17%). 25. ALL BUILDING SIGNAGE SHALL BE IN ACC E G *Q ~r ~ ~ o ~ 0 S N z ~ ~ N~
ORDANCE SHE MATH ARn ET I TOTAL I CLE Vlli MPER4IWS COVERAGE = 58,214.95 SQ.FT. (EXCLUDES PERMEABLE WALK) SECllON 48-56 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. 8. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM ~j ND v SEE ~ TI EX w _ W r
AND COLUMN FWNDk110N WITH PARKING BELOW AND GROUND LEVEL ENTRY. PROPOSED USES PERCENT COVERAGE = 58,214.95 SQ.FT./128,835.80 SD.FT. X 100 = 45.19 26. THIS PLAN SHALL COMPLY W1TH VOLUME 1C OF THE NC BUILDING CODE. H MAXIM J{.i j UM A ,I.i 1 A CONDITIONAL USE IN C2 ZONE. LLOWLU COVERAGE (55.00 = 70,859.69 SOFT, 27. THE PROPOSED BU 5~ w Z r ~ wO E ET
ILDING SHALL COMPLY W1TH CHAPTER 10 OF THE TOWN Of NAGS HEAD CODE 23 - 2 BEDROOM CONDOMINIUMS 16, SETBACKS: REQUIRED pRpylpEp OF ORDINANCES. IT E PL A N ~ ~ F c~ > m
22 - 3 BEDROOM CONDOMINIUMS IRONT 66.5' SHEE T 207.5' 28. BUILDING CONSTRUCTION TO CONFORM TO 2002 FlRE PREVENTION CODE SHE - ~ W ET 2 N w GRADI ~ NG c~ D RAI NAGE E
SIDE (SWTH): 66.5' 66.5' OR LATEST EDITION. 7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BlK 20 SIDE (NORTH): 66.5' 66.87 (~'[j PIN{: 0800-15-63-4163 REAR 1Jj l ~j 9 o Gonmor 0 5f
66.5' J".I T LOT t & 9, BLK 11 196.74' 29. A RECOMBINATION PLAT IS REOllIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. PINS; 0800-15-53-4212 IN ACCORDANCE MATH 1.75 TIMES THE TOP PLATE HEIGHT 36,5' 30. ALL E70S11NG IMPROVE ~j SH r E T 3 U TI LIT Y P ~ L A N y
( ) MENTS TO BE REMOVED UNLESS OTHERWISE NOTED, j~ 8. RECORDED REFERENCE: DB 980, PG 569; DB 1324, PO 174, 17. BUFFERYARDS: REQUIRED PROVIDED 31, EXIS 64 5 `i,iNFlgigli, S ,,1
Li ET MB 2, PG 203 & PC. D, SL 27 TING VEGETATiCN TO BE PRESERVED WHERE POSSIBLE. NORTH 10' TYPE "A" 10' TYPE "A" E z ET b4 4 L I H TI N G P N ~ 243 • ~1r,,,,,,,,,,,,,~~ ~ .
9. PROPERTY IS LOCATED IN F,I,R,M. ZONES A SOUTH 10' TYPE "A' 10' TYPE "A" 32. ARMY CORPS ~H j E OF E E EL.9' & NGINE ET ( ) AE (EL, 10') EAST 10' TYPE "A" 10' TYPE "A' ER 404" JURISDICTIONAL WETLANDS ARf LOCATED ON THE SITE. r S~ St • • SH P E ET S
(ZONES SUBJECT TO CHANGE BY F.E.M.A.) WEST N A J3. A DRI / N/A VEWAY ACCESS PERMIT SHALL BE OBTAINED FROM NCDOT PR1OR TO ISSUANCE OF E o: R I N E I .o N N o . T R a L P L AN M1 J
CURRENT FlRM ZONES PER FlRM MAP 375358-0011-D 12 2D BUILDING PERMIT. H~ ET ( / /O6) NGVD 29 18. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRIC71 PROPOSED FlRM ZONES PER FIRM MAP 375356-0800-J (9/20/06) NAVD 88 (AS SHOWN) COVENANTS THAT MAY EXISTS. ~ 34, AHIGH-DENSITY STORMWATER MANAGEMEN HE - :u, ~rn ET L A ND S PI N PL A N
DIVISION OF WATER QUALITY PRKkt TO ISSUANCER OF A BUILDING PERM FROM NGDENR 10. PARCEL AREA: LOT 1 & 9, BLK 11 = }34,447,03 SOFT. 422.61 .FT. 19. PROJECT HEE ~N ti ••;0~ ~ Q
( SQ 404 WETLANDS SCOPE: THI T S PLAN PROPOSES THE CONSTRUCTION Of 45 CONDOMINIUM UNITS WITH 35. A CAMA PERMIT FROM LOT 2,3,7,8, BLK. 11 & LOTS 1-4, BLK. 20 & PART OF 1URFSTONE AVE. = ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS. THE DIVISION OF COASTAL MANAGEMENT SH SHE - - ET 7 SIT d EP ~ L AN DE • TA w ILS o ' ••o
1175,464.92 SQ.FT. (60,407.38 SQ.FT. COASTAL MARSH + 245.96 SOFT. ISSUANCE A BUILDNG PERMIT. ALL BE OBTAINED PRIOR TO ~.J 404 WETLANDS) 20. ALL DlMENS10NS ARE TO FACE CURB 11 E N E LESS D T THERWISE NOTED. 36. SOLID WASTE BULK CONTAINERS SHALL ~ PLACED tN AC VIA MAP pp ~~11 j~~} ~ ~ N J u ~ ~NL'YG17 h 11 ' E E T )
TOTAL PROJECT PARCEL AREA = 1209,911.95 SOFT. 21. ALL UTlU11ES SERVING THIS SITE WILL BE PLACED UNDERGRWND. NAGS HEAD CODE, NUMBER AND SIZE OF CONTAINERS SHALLRDBEN N ACCORDANCE WITH ~ THE A DI NG i i D ni,u R A IN A G E D ET N. AI T. L s.
TOTAL UPLAND AREA = 1128,835.80 SQ.FT. (EXCLUDES 668,77 SQ.FT. FLLED 30-7(C)(4). SECTION ~H ET 4O4 WETLAND POCKET) 22. SITE WILL BE LIGHTED IN ACCORDANCE W91H ARTICLE IX "WTDOOR LIGHTING" AND SECTION SH E ET A RL INE DE
48-443(F)(11) OF THE TOWN OF NAGS HEAP CODE OF ORDINANCES. 37. SIZE LANDSCAPING REWIRED: 129,504.57 SQ.FT.(INGLUDES 668.77 SF FILLED WETLAND POCCET c TAI L S Z O
X }5X = 19,425.69 SQ.FT. (SITE IANDSCAPMG P ) SHE R-0,~D: ET FRONT 1C SWE YARD LANDSCAPNG REQUIRED: 19,425.89 SQ.FTS X950~Q=9,712.84 SQ.FT. SHE _ °~w~~ ~W ET ~ d 1 T HR 6 ~w U1 WA STE DET ©TT ~ W VAT ER ~ m I'~.LLr z
FRONT k SIDE LANDSCAPING PROVIDED: 19,665.93 SQ,FT. - - _ - ~ LDr 10 ~ I,, , _ S ~ a ~v~av,vu~z
_ - _ - 5. l9.94' OF LOT 9 W°: 'e~i~omo ~n
~ , i ~ NORTH AVON GONDO GROUP ~ oe~v€owk~cEVFC ~ i t BLK. lq ~r r
' ~ ra~rob~ I ~ , ~ FORMERLY Ij Or 9 ~ _ - ~~~1, V ,iii ~ - 1 rU~FSroNF ASE BLK. l2 _ ~ ~ I ~ / ~ ~ ~ dz~ 50
a ~do~wyvwman i---- I~ . RAYJN i F~ L - ~ . - J
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~ / i, I~ --_--_L---------J I
/ - ~ ~ - 5 - ~ ~
- - - ~ - - \ - - ~ ~ SUGAR CREEK NORTH I -PROPOSED 14 CURB (NOT A PART OF THIS PLAN SET) ~ cuTTER (SEE
- - _ - _ - ~ ~ ~ ~ - - ""-^3 ` - - - --_~j~ ,~nl^ DETAIL THIS SHEET)
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W - _ ~ / HANDICAP 2 4 S 6 7 8 'a' o IMPROVMENTS T (50' R/w) p 0 BE SUBfdIT7ED RoPOSED z4• cuRe ~ ~o-
i-~-~ J W -J W , -~8 SIGNS s Io II Iz I~ UNDER SEPARATE COVER. ~ GUTTER (SEE SHOWN FOR ILLUSTRATIVE DETAIL Tins SHEET). o
~ - ~ N 72'00'00° E 1681.18' 2?0' 2?ro' PURPOSED ONLY _ - ~ t-
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PRELIMINARY FIRM ZO 10 ~ ~ ~ ~ ~ ~ (t~')4B : ~ NE MAP ~ ~ ~ ~ - (t~)+o STRUCTURES) of ENE NAGS ~ HEAD ZONING ORDINANCE O
- 375 ~ ` ~ ~ ~ L~~ 9 ~ 35~ 0800 J ~ : ~ I ~ ~ - LOT I "i ` ~ , L I Z ~O l ?s~~ I
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(3T ~ 08TAIDNEU ~Ihi ~ORMAiION ~ - - - ( FORMAT LECTRONIC ~ ~ ; - NO PARI(IN1¢ 3~ X28 ~ If, FROM CAHOON ~ ~ ~ ~ WETLANDS I r~ ~ PARK1Np 54
~ I ~ , KASTEN ARCHITECTS. ~ ~ PIkE LAh~ 54 Les LOT2 r I ~tiar,@ ~ ,~srt.- - ~ FlLE NAME: I ~ O L7 ~ ~ k } i ^ O~D1$ ~ S 440 I ~ 55 E'UNd c _ i _ i C~1 cN ~ _ W
SugarGeek-SouthSite- ~ „ , „ ~ ~ ~ ! BLK ~0 1 BORING ~I A~, M ct ( CroundFloorPlan.dwg ~ ~ ; ~ - --s_... ~ LOT r i --------P-AR f J 55 ~ ~i~L 2 ~ . . ' ~ EXISTING ASPHALT PAVEMENT ~ Q - - - -AREA-~ 209,"911-S.F (4.614A6Rf5)- - - - - - - t "
WETLANDS 13 - ~ AREA ~ teo ~ ~ t1 ~ a LK: l~ I;, (
.407 S.F. ~ ~ t ~ I ~ l - t,.~ kc~s ~ ~ ~ , ~ ~ ~i~ - - \ ~ ~ ~ ~ ~ G" - _ _ _ _ PROPOSED ASPHALT PAVEMENT
- ~ ro - V ~ - r_ ~ r - ' CJ DA VAN ~ T t
Q ~ m _ ~?a - l I ~ Y , . I accESSreLE N
N 1 A ~ _ _ ,i' j~- _ - - - _ i, - r ~A ~ J SIGN (Tm, i PROPOSED COBBLESTONE WALKWAYS EACH SPACE) Y ~ i
f - - ~ 57 LINE TABLE ~ ~ - - _ --{~~~'r. „ T, TI Qfi, lhl ~~7 ~ ~ I ~ ; PROPOSED Lor 2 CDBBLE5TCNE t \ CRETE
Oi ~ ~ARiNC ~ f ~ ~ i i '.il,: ~ ~ , ~ a 152 1 ~ ~ ~ ~ ~ _ DECT4~ I. ~ CO 3 PROPOSED CON m WALKWAY BLK. !1 f ~ p _ ~ z
~ ~ L18 L2 41.23 ~ ~ ~ ~i//~' ~ ADA VAN ~ ~ l3 ik w - - - - , ~ ~ ~ kCC£$SIBLE LT F] 1 I ~ a " JAN I (5' WIDE) r. ! ~ ~ ~ EX `Cf SIDLE r; ' ,i'c ~ o ~ .IRON PIPE b
~ J ~ r L4 . SIGN TYP. , I , L is 4.~ ~ ~ . ~ ~PRt'~'O~EO ~U _ _ EAOH sPAT~ ~ I ~ I 5 B'x1O' ~ ~ ~ sPA~ : O SCREENED ~ ~ t, 1 ~ ( ¦ E w
Q l6 14.2p 1 n " ~ Q [J o~ 59 ~ . , . ~ ~ ~ C(}NDO IN u 4. _ 4 ~ F7 E1 9, ~ Ni3 PARltiN ~ DuMPSTER Paos r ~K° ~ ~ m X. CONC. MON. ~ y~~~ ~ hh ~ ~
U U 6 v u.a ~ ~ ~ _ 1 I Le x.u 14 I ~ ~ ~ . ~ ~ ~ ~a ~ FfRE L4!@F ~,y~ h. ~ ~ r ~ L9 11.10 4'5 , _ ~ ~ 7 7 ~ - 4RIEIN c` ~ ~'~~~t, ~ i Mme/ Q ` - t ~;'t~ f coNCRETE , _ ; 0 EX. IRON ROD I- ~ E - - : ~ FoahR ,
W i L10 J0.10 14 ~ ~ - Lora a , g ~ f ~ss~ _ O II~-------- ~a,
~ ul 14.06 ~ o ' ~ I ~ ~ ~ BLK. 20 I ~ ~ ~ 67 s5 ~ 1-;---~ zzp' - - u2 13. ii 7 ~ is r - - - , ~ f EX, PK NAIL ~:a' - r ~~~F
! I i r L13 1210 T)5'5&"W ~ ; ° j ~ ~ 6# _ b i~ , ~ ~ r ~,.3 j D~ _ i ~ EX. LIGHT PO ~ LE r,`r~ AD INFO
Z Q ~ L1~ _ L13 t1. ~ i -'"..11. ~ - - '4 '3 ~ ~ f 7 7 J L12 13 ~ L ue ~ . 9.66 / h'MA - ~ I fNC j ~ TlOry SIGN...
~ . L17 ti p 11 I i ~ ~ 70 16 ll eta - - - ~ ~ ~ ub 4zn ~ ~ LJ I, ~ ~ - ' ~ s6 64 ~ - - _ _ ~ ~ ~ ~!r ~ ~ EX. UTILITY POLE e-• L r~t~.3 I
L2o 16.61 .i ~ 63 62 _ _ I i~,h~r~
L~ _ ,2t, C ~ _ _ L21 14.60 _ Oj i , L12 14.64 ~ h ~ ~ - - L o~c'~.1 I i i ~ EX. TEL PED - - -I GUARD CONCRETE ESTAL Y a r I` - - - - - - - - - - i ~a~~~~{ RAIL i , FOOTER ~
~ ,III 11.50 • r - 1'`~0, ~J,d I( _ - - - - - - - - - - - - ~ ~ a~ U EX. CABLE PEDESTAL m to - ~ ~',t ~ i
_ 8 L26 tL06 ,5. I , ~ 0 - ~ _ _ ~ i i ~ EX. FLAG POLE 0
~ L16 la s ~ ~ ~ PROPOS~A , L17 19 _ ~ ~ - I ~ I__ _ ~1 __I L_ - _ _ ~ PRt1F0U , . Flu: ~ y
I ~ tQO' nr.~'~"" COBBk.~gTONE L_ _ ~ Ia CQBBL~S"R31~ . L N 1.~ - - - L21 1.15 ~ c" A ti(WAY ~ ~ : I i.. 7 1,' WALKWAY - - ft4 Ii ~ ` ~ ! ~ "'V 3 T1z i1t" ti i EX. WATER METER Q
L6 ~I,~~, wo 6.35 Z ~ is ~ I_--- Q5 w~} I ~ i w
~ L52 N "W ~ ~ e8 ~ ~ N ~ I , L53 IS ~ ~ e - ~ ! EX. FIR 1.5 , E HYDRANT I I, ; ~ to
1xj`'~' L0~" (~•k. 'too ~ ~ I ,,J' i ' EX. WATER VALVE F" Q (~~l ~ ~ O z
L 0 r 4 4 " ~ ~ ~ ~ I 82 83 ~ ~ x'87 ~ ~ ~ 91 92 94 9a 96 s7 U6 641 1 ~ Q ~ Q ` ~ ~ ~ ~ ) _ _ ~ BLK, 11 '~o- / \ , ~j ~ f .r
I 'i 1,37 1 gs BLK. 20 , z _ ue I ~ i. ~ W , PROPOSED - 2'OVtRHA------------- 101 es r -r ~2a- ~ PROPOSED CURB AN . dp(i) ~ f ~ D GUTTER
L40 7.I3 10'X28' 0 0 NG 2' OVERHANG ~ 1Ot 1D? ~ rU ,II ~ i ~ t~ t ~ wR ~ `s~ .f ; , '~°I~[rl ? PROPOSED D.I. CtXA1~ISN ND.
L41 LOJ ~ ~ ~ I ~ ~ ~ LOADING BAY/ 2. ~ ` l42 7. ,1 ~ ~ I TURNAROUND t;- ..r - ~ nNi O~RHAN~ HRH _ ! F~fi411 ANC ~ 7 iD$ r>~' .i1I f., . ~
l2 ~ , i L43 4.e1 . Q Q r r ; LA @1FFERYAR , r ~ - - ~ _ - - - - G " ~ W ~ A ,Ili L44 6.17 ~ J ~ i v PROPOSED 5TORM PIPE DESK#tED BY
W l i _ L46 1216 ~5 •E ~ , i ~ iii: U6 ~ ~ _ _ to ~ ~ ~ti ~ ~ aw = fl ~ r ~ r~ ~ PROPOSED RIP-RAP
S74 J _ W ~ ~ - ~ j i W W W Q rot? S 72'00'00' W 200,00' ~ ~ 00 ~i~„ ~ ~ , ~yso, f , DRAIhN BY '.'~~~~a - r,,
i PROPOSED SWALE
la3io.~odl d °o S 72'00'00" W 1312.56' m S 7T ®Y 51'10" W , 143.84' i PROPOSED FIRE HYDRAN JJA
: MINIMUM HEIGNT OF ~ T BUFFER PLANTINGS t ~ ISSUE DATE
_ Lor a SURVEY IPkF4RMATION 9Y: ~ ALONC PaRKINC To Q WETLAND FLAG LOCATION $ 3 ~1C BE 3 AS MEASURED / 0/Q6
("'i 111 I i 5llGAR GRFFK _ _ unrr_
Seaboard Surveying & ""~'"~Ot. CURVE TABLE 16 (PG E, SL 277) CURK A rWM ADJACENT / lvw1 PARKING LOT TOP THE DATA GIVEN ON THESE PUNS IS BELIEVED SHEET
NIP GRAPHIC SCALE 103 WEST WOODHILL DRIVE P.O. BOX 58 1 60 ra w C SCALE OF CURB TO BE NO. ACCURATE, BUT THE ACCURACY IS NOT BEFORE YOU DIG !
NAGS HEAD, N.C. 27959 252-480-9998 TOGV 6 OF NAGS N~ig~ o :s GUARANTEED. THE CONTRACTOR IS RESPONSIBLE 'a 30 so FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
30 (D814~5, P6 30U AND DIMENSIONS OF THE EXISTING UTILITIES CALL TOLL FREE
P.O. aox 94 DRAWING FILE: P06011-SOUTNBASE.dwg W165 FEAR, NC 27458 PRIOR TO CONSTRUCTION. IF A DISCREPANCY
PLOT INFO: DATE: a/25/2006 11:30 AM SCALE: 0.386863 ( IN FEET ) IS FOUND, WORK SHALL CEASE AND THE ENGINEER I - x-$32-4949 FEET) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS JDIIORTH NOTICE TO PROCEED. CAROLINA
1 inch = 30 it. ~o rt. ONE CALL
;~°,t z r OF
7 SHEETS

NOTES: 11. BOUNDARY AND TOPOGRAPHIC INFORMATiCN SHOWN ON THIS PLAN IS BASED ON A SURVEY BY 0
i. OWNFR/APPLICANT: NORTH AVON CONDO GROUP, LLC. SEABOARD SURVEI1NG & PLANNING. P.O. BOX 113 z Z N ~ ~ I
SOUTH HILL, VA 33970 12. SITE ZONING: (C2) COMMERGAL (SEE CONDITIONAL USES IN SEC. 48-407 (C)(10)} ~ C Z W y ~ ~ ~ ^
2. ENGINfER:QUIBLE & ASSOCIATES, P.C. 13. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE P.O. DRAWER 870 COVENANTS THAT MAY EXISTS. ~ ~ N
KITTY HANK, NC 27949 . # N v C
TEL:[phone]. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONDOMINIUM UNITS N1TH FAX:[phone] ASSOCIATED PARKING, DRAINAGE, WATER AND SEP11C IMPROVEMENTS. , , EXISTING ASPHALT PAVEMENT EX. FIRE HYDRANT A} Z ~ o F W 4
EMAIL• jja0qulble,com 15. ALL DIMENSIONS ARE TO FACE CURS UNLESS OTitERN1SE NOTED. poi J U ro
3. LICENSED SOIL SCIENTIST: SOIL & ENNRONMENTAL CONSULTANTS, INC. 16. ALL UiILI11ES SERVING THIS SITE NiLL BE PLACED UNDERGROUND. EX. WATER VALVE R3 ran w S PROPOSED ASPHALT PAVEMENT Q~ Sri z ~ FENCE OR ~ N °o v
11010 RAVEN RIEIGE ROAD FENCE OR - RALEIGH, NORTH CAROLINA 27614 17. SITE WILL BE LIGHTED IN ACCORDANCE WITH ARTICLE IX "OUTDOOR LIGHTING' AND SECTION RAIL RA{L - PROPOSED CURB AND GUTTER ~ ~ ~ M
TEL:[phone]((){11) OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. FAX: [phone] P0~ CCPtNG o * ~ PROPOSED COBBLESTONE WALKWAYS Vj z N
EMA1Ldwells0eandec,com 18. STORMWATSR MANAGEMENT: VOLUME OF RUNOFF GENERATED BY 4.3' PRECIPITA710N = 20,80&91 CU. FT. PILE SUPPORTS PDCL FlN1sN PROPOSED D.I. ~ P°I ~ ~ W ^ PiLE SUPPORTt~
4. PROPERTY ADDRESS: 7200 SDU1H CROATAN HIGHWAY VOLUME OF STQRACE IN PROPOSED INFlLTRA1tQN BA51Nj}'i = 16,826.54 CU. Ff. DECK NAGS HEAD, NC 27959 VOLUME OF STORAGE IN PROPOSED INFiLTRAIIQN BA~Np2 = 4,513,35 CU. FT. DECK STRUCTURAL COPICRETE ~ ~ w AND FoonNC PROPOSED CONCRETE _ _ _ = PROPOSED STORM PIP z ~ m.l E w ~
VOLUME OF TOTAL STORAGE PROPOSED (BASIN~I+BASIN+2) = 21,339.89 CU. FT. } z ~
5. SUBDINSION: WHALEBONE BEACHES REVISED LOTS 2,3,7,8 OF BLK. 11 ~ EX. LRON PIPE PROPOSED RIP-RAP z z o ~ w w ct.
LOTS 1-4 Of BI.K. 20 & PART OF 1URFSTONE AVE. LOTS 1 & 9 OF BLK. 11 ~ I ~ ¦ EX. CONC. MON. -PROPOSED SWALE
6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM SA3UCRlRAL
AND COLUMN FOUNDATION WITH PARKING BELOW AND GROUND LEVEL ENTRY. PROPOSED USE IS A DONDITI~dAL USF IN C2 zoNE. PERMANENT VEGETATION TEMPORARY VEGETATION l ~ coNCRETE sLae ¦ EX. IRON ROD PROPOSED FIRE HYDRANT „?nFn,,,
23 - 2 BEDROOM CONDOMfN1UMS J I ; ' J~~ r+i - -ra- ~ ~ Z
22 - 3 BEDROOM CONDOMINIUMS SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 EX. PK NAIL - - - EXISTING CONTOUR P ~ } v , ',P~ O
7. PiN NUMBER: LOT 2,3,7,6, BLK 11 & LOTS 1-4 BLK 20 SEED MIXTURE APPLICATIOF! RATES/ACRE SfED MIXTURE APPLICATION RATES/ACRE PINS: D800-15-63-4163 : O EX. LIGHT POLE P :~o~ k- , ,,m -8.0- ROPOSED CONTOUR ~ ~ ; ~ ~o ~J
LOT 1 k 9, BLK 11 BAHIA 30 LBS. RYE GRAIN 175 LBS. g PiNip: 0800-15-53-4212 ~~=D. p : U : ~ - . 7
8. RECORDED REFERENCE: OB 960, PC 569; D8 1324, PG 174; COMMON BERMUDA 5O LBS. ~Q.~ EX. UTILITY POLE + EXISTING SPOT GRADE ~ ;u~ ~N
MB 2, PG 203 & PC. D, SL 27 {UNHULLED) 10-10-10 ®750 LB/ACRE EX. TEL. PEDESTAL 9'D PROPOSED SPOT GRADE ~"~~d 5 U
9. PROPERTY IS LOCATED IN F.LR.M. ZONES AE (EL.9') & AE (SL. 10') GERMAN MILLETT 15 LBS. {ZONES SUBJECT TO CHANCE BY F.E.M,A.) FESCUE 20 LBS.
MI y © EX. CABLE PEDESTAL ~ PROPOSED FLOW ARROW r'++r,~ ,,o~~ ; ,mug N.T.S.
CURRENT FlRM ZONES PER FIRM MAP 375356-OD11-D (12/20/O6) NGVD 29 APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING N1TH ASPHALT, PROPOSED FlRM ZONES PER FlRM MAP 375356-OB00-J (9/2fl/06) NAVD B8 10-10-10 0 500 LB/ACRE NETTING OR A MULCH ANCHORING TOOL A DISK WiTH BLADES SET NEARLY POOL/DECK 6ETAIL AS PRDwDED BY CAHOW~' ~ KASIEN ARCHITECTS © EX. FLAG POLE ~ ~ DRAINAGE DIVIDE
10. PARCEL AREA: LOT i & 9, BLK 11 = 134,447.03 SOFT. (422.81 SOFT. 404 WETLANDS) STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL 0 0
LOT 2,3,7,8, BLK. 11 & LOTS 1-4, BLK. 20 & PART OF TURFSTONE AVE. = MULCH 1175,464.92 SOFT, (80,407.38 SOFT. COASTAL MARSH + 245.96 SOFT. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING NiTH ASPHALT, EX. WATER METER ~ N~ u~
404 WETLANDS) NETTING, OR A MULCH ANCHORING TOOL. A DISK N1TH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ~zz~~ c ~~~~4~btn
TOTAL PROJECT PARCEL AREA = (209,911.95 SOFT. TOTAL UPLAND AREA = 1129,504.57 SOFT. (INCLUDES 66(1.77 SOFT. FlLLED N w a°~o~~a~mo
404 WETLAND POCKET) Us *W*~~6W~Z~Q OU F_QWNQ'gi7$
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~ a 1 ~i V ~ ~ .f.~i 1 6 I j ~ ~ ; n~= a4' ) ~ ~~j ISSUE o-AT€ ~ $/30/06
1NER BoX; 085fA'vl'DYG4rfi¢I.EvFI. f _ V. N 0 4.5' ' ~ V.¦5.1' ~ i • . ~
(03/03/A5) , ~ , WEIR M:EV. 0 6.5' DuTLEr~6 INV... T ~ a.5' LoT 3 ~ i I - _ ~ N©TE: SHEET N0.
CI IDVCV IA1Cf1[JIIATIf1El QY. ~ ~i v e n inrr,i ~ t~EFORE 1'OU D1G 1 r,..
.Jwl%V L.1 will WrA m11V11 Wt. _ _ ,7UC.lfi1C Ci1CCCf~ h- - r If1t UAIA wren UN IHtJt VLAlVZk 15 lftutvtU
t35' VEGETATIVE (PC E, 5L 277) Submd S'e*g & FUnniug, Im CURVE TABLE 16 FILTER NIF GRAPHIC SCAL TO BE ACCURATE, BUT THE ACCURACY IS NOT HIC SCALE - (ELCA LL TOLL FREE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
103 WEST W00DHILL DRIVE P.O. BOX 58 CURVE TA LENGTH FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
C1 1 is' 1179.78 1 . TOWN OF NA&5 HEAD M 0 15 30 NAGS HEAD, N.C. 27959 252-480-9998 15 30 so 00-Qd 2-4949 AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY
(I1B 1486, PG 300 P.O. Box " TH CAROLINA IS FOUND, WORK SHALL CEASE AND THE ENGINEER
kA65 W-AP,, W 27954 ONE CALL NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED.
( IN FEET ) DRAWING FILE: P06011-SOUTMBASE.dwg = 30 ft. IN FEET )
PLOT INFO: DATE: 8/25/2006 11:30 AM SCALE: 0.388863 1 inch ;h = 30 ft, ©F 17 SHEETS

i
E. GUDDEN ST. ~
2
a E. CULL ST. ~ '
s "rH~s cERnFIES mAr Ttils coPY of rHl WETLANDS LINE TABLE S PLAT ACCURATELY DEPICTS LINE LENGTH BEARING
ROANOKE ~ ~ E CRAY EAGLE Si ~ THE 601,'NDARY OF 1HE JJRISDICTIGN OF 1HE SECTION 404 OF THE CLEAN SOUND SITE ~ WATER ACT UNDER THE PRESENT I,A19 AND REGULATIONS AS DETERMINEp l53 62.83 N26'34'47"1V
BY THE UNDERSIGNED ON THIS DATE. UNLESS 1HERE IS A CHANGE IN L54 66,93 N a' 'a " I U"um~ir?? THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINA110N OF L55 70.53 N4a'S3'34"W ~ r 2 03 a W e+'~~ CA ??0'~ tpunrrrr??e ,t
W. GRAY EAGLE ST.'S ~ ~ ~ v SECTION 404 JURISDICTION MAY BE REUEO UPON FOR A PERIOD NOT ? R ~ N TO ExCEED 5 YcARS FROM THIS DATE." THIS D L58 52.31 N06'2D'OTYI a~ ~i SITE ~ L1ADE UTILIZING THE 1987 CORPS OF EhIGINEEERS WEERANDATION WAS L57 18,60 N31'23'S 'E r ESS1 ~ ~A e0ee I, W.C, OWEN, P.L.S., CERTIFY THAT TWIS PLAT WA5 DRAWN N RN1~TnE+S SURVEY I u Ra eei MY SUPERVI310N FR M A U DE S SUBJECT TO ANY FACTS THAT 1dAY BE _ ~e 0 N ACTUAL SURVEY UNDER MY SUPERVISION; ~ DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH, -
'o DELINEATION LIANUAL,) ~ L58 18.95 : ~ ~'l/ ~ ' ESS / THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT 2. AREA BY COORDINATE COMPUTAl1oN~ J~ nti ~ THIS PLAT I5 PREPARED IN ACCORbANCE WITH TOTAL AREA = t 7 ~ I 5ECT14N .1600 QF 2 5,648 S.F. (#6.328 ACREC~; .r
6a o N70'41'5f"W ~ ~ "y ~`l p L59 49,80 NO6'0T5 "W Q ~ 6~1 m v n_/ 6 SEAL ~ THE STATE BOARD OF REGISTRATION RWLES "STANDARDS F P UPLAND AREA = 171,225 S.F. 5.931 ~ ~ ~ / S~~ ~ 0 0 RACTICE". NlETIAN ~ ~ ACRES) I~ ~ ~ D AREA = 1104,423 S.F. tZ.397 ACRES) I
~~5 ~ o NAIAE ~ l i"~(7 ~~=~1~~~"/V L60 28.47 N62U9' 6'E ~-321 6 2 ~l ~ L61 19.61 S85'00' a"W w x_32 ~ 6 ~ ~~f"'" 3. RECORDED REFERENCES: OB 980. FG 569; 08 1324, PG 174 I 1 ~I ~ d© 2, PG 2D3 ~ PC D, Sl 27 ~
\ n .1 I 11TLE ot-E! ` L62 26.20 N20'45'17"E n 9, 0 ~ ----,GG, r~;~~~ - la L-3216 DATE ~ .
~_,n / i L63 33.32 N3T16'1A"W hj su~~~ d P r- _ _ ATE ~ 3 U "Z0o6 L64 31.18 N31'31'35"W ~^~+*R^+' o ~n~ J 'ins ,b. A~. 0
~/j L65 41,63 N5T18'20`E ~ ~??o ~ ~ 1 O O ~ ~ ~`9",Y~ ~ ~ ~ ~ J 1 L6fi 19.8 h 0 551 6'23"E ?~hnnndati'' C ~r`V ttee~
V _ - - J L67 24.71 Si5'31'59"W ICINITY hAAP (NTS) L66 1s.63 N7sso'~o"W trrrml?+aatVt, N/F ' U t4 ~ 1 7.
L69 17A4 N22'20'21'W TANGER .PROPERTIES LTb ~ °'w° ~ w ~N~ ~m
L GFND ~ n._i / . vD 21s6 Nar2e'os°E DB 1136 PG 463 z° ~z}~°z°~z ~ )
- EX, PIPE f - EX, REBAR N. 60.06 OF LOT 9 R.o. sox 1asa9 w• o z ozaoaZO}o ° ~ a~on.N~~z~
~ -CALCULATED POINT ~ \~ilr I 1 LOT 1 O BLK. 19 LOT 1O GREENSBORO, NC 27404 ~Q a a as>tr~agoa LOT 7 ~ ~ w~W°~~ssa
j ~ - Ex. coNa ~+oN. _ _ ~11I_, ,III. B ? -COND. MON. SET ~ I - vIII - _ vIlli LK. 12 ,III. _ _ ,III, BLK. 12 ~ _ 0~ ~ N,na ow ~ BLK. 12 ~ _ ~nzaF~?Iw-S~
- EX. P/IC NAIL i~ _ _ _ _ _ _ U ~ - P/K NnIL SET N~_. , 1,15 U U N I (n ~ ~ ~~wtLa ~~o
- Ex, REIInR w/ cAP IN coNC. ~ 1 N 72'00'00" E ~i706.99' L65 l~ Ia.SS' as.1o' FIBER OPTIC ~ ~ w~~Oa N'~ ~ WARNING PDST p ~ ~~~~~uOiO~w
41ATER LIFTER v~ 1301.06' I -PHONE PEDESTAL A vIIIi _ ~ 1'11 10.93' I RESreoorJ 41,~~. V ~ U 2FOOUS¢7 344171 ~°°~.~.'~""`,',-r d ~ ~ ~ ~ r~- a ~ O N
- AI I 2 BUILDING /m - CROUNU LIGHT/STREET LIGHT v ~Illi ,1II~ _ - lSi I ~ ~ q U1ILITY POLE \ \ Ili rj RAMP' ~J/ ~ ° / / I ~ X0.37' a
r Y WIRE ~ _ _ ~ I ~ oj4,]' J 0/4 ' 37.6' I I ~ ~ ~,~~a o W~~ 2a.o' ~ I ~p~G ~ ;P I 5~~
FIRE HYDRANT ~j v _ ~ r~- I ~ / 2A.0' VIII i ,p~2" ~~/n, - ELECT, TRANS. \ - _ ~ ~ I
~J I I i I I i a ~P I 5.9'/ n D4 -GATE VALVE ~ - - - - ~ i ~ ' F, vI I ; . ~ I ~i ~ ~ ~ I I ~ m
c~i - NO PARKING 51GN ~ ~ _ - v~ I ~ ~ I I SHED n i i~' % ~ . ~ LOT B
a n.. / LUT 1 ~ chV W ~ 5.3' x 6.3' ~ - iTOP SIGN ~ I ~ ~ ~ '1 ~ ~ ~ ~I 9.7- ¢ ~ 10.1' ©LUIDING 'A' ~III~ r ~ I ~ } ~HO~,~R z sro~r ~a>? / ~ o ~ ~ I q 9 - 110' X 18' SPACES I 167.8' , 10.1' ©LUIGINC "A' a a ~ a I i~` BLK, I z sroAr ~rure d rK I I (asPHALT)
_ = S, 19.94 OF LOT 9 wEttnNOS ,III, , Q a ~ ~ ~ D14ELLINO aN ~ r -STREET SIGN _ , ~ ~ ~ PiUNCS ~ SLA ~ n,./ t, ~ I i vI l I i AREA .123.347 S.F. I .7 ~ ' J O I 014ELLPIC ON / I 5.2' ~ PiUNCS & SLAB /
AN ICAP P = BLK• 19 = _ (0.536 ACRES t ~ (.1.~ (9 I ~ iy ~z H D Af2KINC `.;1CN ~ i i; ~t' ~ h Z ~ d ~ ~ / ~ W ~ ~ ~ I~ N Ism N
- C A.T.V , ~ ~ ~ w LOT 9 OBSERVED WATER LEVEL X49 ;/l~! ~ v~Ili ~~II~ ~ ~ ~ ~'d J6.1' j ASPHALT I ~ a r ' 36.1' 9.8' JtAU~~ ~ / I 219.8' I ~ a
-FLAG POLE (0'./03/06) ~-,DECK ! - - _ vIII ~III~ ~ . ~ ~ I'- 'r N ~ a ~ ~ _ _ _ , II, ~ BLK, 12 ~ , ~ ~ ~ a w 5.0 W
n../ ~I / 19.1'/ a I ~ ~ m I vni ~ ~o I I I g
~ j j i ,~j'i /,'i, i~~' ~j;!//%/ ~ '~~~~~ii / WOOD WALK% %j ~ /iii ~i; ~ ~ ~ I (D ~ I i, 'i/ i ~iG~.~_~1 ~~.~i1.ii!~, /i~,~(/.%i~i~~., ~ ~ UPLANDS I Ism M UP ~ 12 - #10' X ~ I ~ ~ ~ ~ LANDS ~ 16 ~PacES I ~
I f"' ~ AREA 42,389 S,F \..,n,,l ~ u~i I i 0.973 ACRES AREA = 42,389 S.F. ~ I ~ < n d 0.973 ACRES ~ ~ I a ~
~ ,II1, ~ I X11, I ,ill, _ - JI - - _ - 5 i I=~
f, i ~ fzzaoe' ~ X61 2o.1s ' ' so.oo' I ~w` ~ PARKING UOES NOT ~ I ~ 1n ~ I MEET 5' SETHACH ~
no 02' i ~ _ 7QD2' ° • ~ a Z ~ wd I 174,?1' ~ I ~n
~ n ~ \III, ~ _ S 72'00'00" W fi6h8.97' ~ .n..i ~ JII, _ 1 ~4T
_ ,lll, I ~ , _ ~ II, _ _ _ , / - - ~ A . ~ n ~ , ^r ~ '
~ n i X11, • * n ~ ~ ^
~ w , ~ I, rniF ~~~I~ e , N v, o W n ~
\III/ lli~~ \III/ ;..'v - ` . i ~ \ ~ O W, GRAY EAGLE ST. ~ W 4 , , ~60~ R/W - AsPHA r "~i ~ ~ ~
~ ~ ~i I,I__ O VI I li r" , n.. / Z; rD - a. L o < " ~ , ~ ~ a E. GRAY EAGLE ST.
n / ~ ~ ' r~ vl l 1, vl I l~ vl i l; , ' n o ~ 50' R W °i a w
~ ~I ~ I, _ _ - ,III, _ _ ~ ) - - _ _ _ ~8
-195' ~ ~ - ~ ~ ~m a
N 72'00 00" ~ t 681.18' a. _ ~ n ~ ~f,r,r _ ~ ~ ~ '?69.30' - Q r1 a > D4
a: ~ 2.55; 60.00' j 17 .1 ' ~t" ~ 1~0 i 0 4 ~Z d~ 70.1 a' ~ ~
a VIII, \1I1, I I 174.59' ~ ~ I ~ ~
o,CQ ~ ~I I I I i I I M :.38 o , _ - ,III, ,l 11, I I I ~,2~ I v 228' J U
I a 90.1' I&0' ~ 10.4' 6i
~ I 11~~ PORCH d 21,0' ~ ~ ANdINC°. ~ AI}7~ m
,,II, ~r I - ,ill, LOT 1 = _ ~ o.. ~ ~ ~ x--_
L ~ - - - _ ~ ~ I w 3g ,III, - I _ = BLK. 20 ~m~ / o a - I~ 10,0' I fiL0101N0 'B' ~ ~ ~J~yy
~ ,III, I m ~ L...n..i ~ ,1 L vII1~ - - r- _ ~ _ - - ~ ~ I I 2 STORY FAAlAE ~ ~ ~ I ~ ~ I ON2ILING ON. n ~ ~ ~
(n - 0 I LOT 9 _O I AluNCS ~ sLaa ~ y V T 9 I ~ a o
ROANOKE ~ v~11, ,t~l;, ~ ~ ~I ~ B - - - _ ,ail, ~ s ~ LK. 11 q ~ o~~ BLK. 1 I ,i4o/ I 64.0' t6.o' ~ Q. ASPHALT
SOUND ~ 1 , _ = a I b ~ ~,II, _ _ ~11 I I '1A Ep( a ° ra.D~/ ~ ,h 10 T~ OONC. __x I~ I © GLl
, _ \l 166.3 Q W
~ n i I I, ~Ill~ vI~I~ sA s _ _ _ _ - _ _ (~12 I I s (ASPNAL?;. - ~ ~ ~ . LOT1
_ .I I. vIII, z ~ r WE~LANDS ~2a ~ ~ ~ I 6LK, 11 ~ V ~ o
vIII, _ - - ~ ~ , se9 F j _ 5 . I I r ~ 4 ~ rnrn'~ I
vI~I~ I ~ O,D15 ACRES `v vIII - - ~ Q' ' aA~ ~ ~ ~ I N ~ ~ ~ W/ m
' ~ III ~ i _ _ _ _ , _ u.. _ _ , I 8} _ . I I ~ I
`..n_i \ \III ~ I A ~ . - - - I ~
3~ , \ ~ _ _ rol I I J I I I N I I ~ ~h
X30 .428 \ ~1 I I ~ ' ' I Les ~ ,IIt, _ _ LOT 2 I ~ I OBSERVED WATER LEVEL. ~ _ vIII vI~I~ 1 I t` I ~ ~ ~ N Quo ~
(03,/03/06) _ _ I ~ t0 I ~ ~ , BLK. 20 , I ..1 ~ V V I ~ z
~n~ ~ ~ a ~ I I ~ 0- o
~ n..i ~ ~III~ I W a 1 v e' W I ~ N I I a o~ UPLAN p ~ ~ x DS I iL p~ ~ ~ v,
1 11I1~ r~ ~ I I AR ~ n / _ - ~ Q~.. I Q~ I AREA = 128,836 S.F. I } `V ~ ~ r7 2.958 ACRES I q~
I f~ ~ I ~ I ~ t ~ ~7 a
n. i y,: ~IIl, ~ N ~ n I LOT 8 ,511, _ _ z I ~ I .OT 8 N ° ~ " I LOT 2 r x
- ~ ~ BLK. 11 I - ~ ~ ~ 0., ° LK. 11 ~ BL , d d ti ~ m
o,. ,1IIr s, I ~ K 11 I ~
\..n J ~i' - Lt S \ ' ~ ~ ~ 0."i ~ I ~ti ~_w
I I 0., z
'`...n. i vII1~ ~IIi~ W 3 ii ~lll, v ~ ~ p a I ~ ~ I corlcRETE ~ ~ I
1.i6 _ ' ~ a I FOOTER ~ w I ~ ~ >
~III~ ~ 0 ~ ,III, _ _ ,4 " ~ ~ I G w ~ o
- - wEnnNOS LOT 3 i ~Illi AREA = 180,407 S.F. I I ~ w ' ~ ~
- I1, ~ a BLK. r~ ~ n ~ _1.8 5 ACRES 2O 1 ~ _ _ . I I i I 01'ERHEAO INF ~ ~ O ~ W _ . _ _ _ _ _ _ _ RMAIIDN SIGN CONCRETE I N o
1 ~ I I FOOTER ~ ~ ~
~ L13+ Lit U` \ _ _ ~_n.i I I O~ I C~ >,i~ 0 y
~1II~ ' ~ 1 ~ n i '0 _ _ _ ~1~ I I I ~ SHORELINE LINE TA6LE M
\ Z N I I I GUARD LINE LEND y ~ ~ O TH BEARING Cti I RAIL U 16.52 ~ N13'09'42"W ~ ~ pp--~~ V
I I ~..n..~ vIII, ~1I1~ I I L2 4123 ~ S79'28'OB"W ~ O L3 14.82 N33'53'18" ~
- - ~ M I ~,.n,.,~ f . _ I _ . _ I I I U I L4 21,31 N05`01'18"E ~ ~ V
!~a- ,III, I I LS 4;96 Na5'02'41"W w ~ rr I l6 14.29 64'44'2 'E ^Y
- _ ~ LOT 7 ~ ~,~Ili I I 1 JT / I L7 19.fi9 N51'Sa'00" r7 ~ "`r
1, .1 I l~ _ I L6 . ,ill, _ = 15 ; I BLK. 11 I L8 34.18 ~ ~ .K. 11 N48'29';4"E c LOT ~ L9 11:5D N1 `54'52"E N ~
_ - - - vI I r, vIII, 4 I I L10 '-0,80 r` I BLK. 11 L11 N56'?o'17"w I 14,06 60'40'33"W
~ni _ II, - - ~ I I L12 13.56 S65'2T01'W
_ ,l II, LOT 4 ~ I I ; I U3 12.99 S 0'0556"w I L14 7:88 N54'S '33"W-
BLK. 20 ,ill, I I, I #72.0' LiS: ?1.28 N13`48'3 " OE I L16 (ASPHALT 8,56 N66'59'S4"E
~ ,III, ~ . _ III_ ~ ~ ; I 1 L17 18,80 N2T48'11"E I
- - vIII 1N i I L18 47,71 N71'10'03"E I L19 17.65 N21'18'42'E
_ _ _ I I I L2 ~ vIII. I 29.9r I I L?0 16.58 N00'1 '20"W
vI I l ~ 1 I ~`~...~...'..~~r,~ _ 170 09' \...n.,/ I li = - vIII I L21 1a,5o N s'14' 1"w FILE NO.. 70.09' I L?2 14,64. N73'4~ 23'W
``.n..i =1! _ _ _ III% _ _ , i ~ i S 72'00'00" W 200, 0' ,III, _ _ N . o L23 16:3o N5raT51"w 050212 IOAO' 1.24 1 19s2 N5&•n'42"w SUR'VE~YEO;
r = - ~III~ I I OQU j OBSERVED WATER LEVEL ~I = = 1248.89' ~ ~ L25 11.06 5. 'Q8'S3"
D r _ 31 79' I °o 0 ( 3/03/00 3186' "O i 75110" W 14 L?6 1Da2 s3raa'3s"w 03/03. 06 ARM 4' ~,1 3.8 L27 19.37 S2TN'56"W
~ n...i \III, \Ill~ S 72'00 00" W 1312.56' I m _ - / F18ER OPTIC L28 23,3? S56'55'25"W DRAWN: wA11NINC PosT Lzs a.e3 57a•zz'Drw 03 08
- - ,1I1, D.16' I LOT 3 ,III, _ _ - _ ; I SUGAR CREEK f L30 9,33. N74'10'47"W ~ ~~6 T~
/ I.SI 7i At nnn...it..,,. s4~,rn.ie~,.
X111 / i l (PC E, SSL 277) 1 L32 16422 -~oa4 111) w t rltk NLU: N56'41'22"W 03/08/06
, N/F L33 15,69 N00' 1'93"W_ WCO L34 2294 38'34'09" ISSUED:
TOWN OF NAGS HEAD D L35 25.93 N 0'23'48"W
(OB 1486, PG 301) L36 8.41 S8811 11 'W 03/08/06 L37 12.58 N03'32'48"W
P.C Box 99 NAGS HEAD, NC 27959 GRAPHIC SCALE i:8 10.88 N72'12'46"E
SHEET N0L39 5.56 N26'11'28'E NO. 30 0 15 30 60 120 L40 7.23 S52'24'01"
L41 703 N 86'59'12"E , L42 7.23 N47'0851" .-j
i L43 4,61 M41'53'07"E
L44 8.87N15'19'4T - ( IN FEET ) L45 12.16 N.1 3-06-58"E
I - - - - - - - L - 1 inch 3d ft. L46 5,74 N00'51'01 `W / L47 11.68 N01'39'21"W
f L48 20.53 18'24'22"W
i I / CURVE TABLE L49 45,15 587'44'44"W
CURVE RADIUS DEL?A LENGiH CHORD CHD,SRG, L50 16.80 N09'48'55"W L51 38.23 N53'10'46"W Qi Ct 1587.77 6'29'15 179.78 179.69 N07-4 2"W SHEE 1
L52 5.72 N02'38'54"E,.

NOTES:
1. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LL.C. 11. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY P.O. BOX 113 SEABOARD SURVEYING & PLANNING. 5 6 C7 C3 ~ `D ~pU~ Y Z_ 7` N
SOUTH HILL, VA 23970 12. SITE ZONING: (C2) COMMERCIAL {SEE CONDITIONAL USES IN SEC. 48-407 (C)(10}) ~ ~
2. ENGINEER: QUIBLE & ASSOCIATES, P.C. N 0 ~ ~ N 4 .~J ~ J Q'
P.O. DRAWER 870 13. PROPOSED: NEW DEVELOPMENT - 45 CONDOMINIUM UNITS KITTY HAWK, NC 27949 0~ / a= ~ ~c
TEL: [phone]. PARKING CALCULATIONS: FAX:{252}261-1260 159 ~ ? ~ CJ * ~
EMAIL•JjoCquibie.com MULTIFAMILY RESIOENiIAL: REQUIRED: 2.5 SPACE/UNIT X 45 UNITS = 113 SPACES / y ~ Zfn as
3. LICENSED SOIL SCIENTIST: TOTAL REQUtREDa13 SPACES SGNL & ENVIRONMENTAL CONSULTANTS, INC. TOTAL PROV}DED:114 SPACES to ` ' ~ m - ~ Nw ~
11010 RAVEN RIDGE ROAD ADA SPACES REQUIRED: 5 SPACES RALEIGH, NORTH CAROLINA 27614 ADA SPACES PROVIDED: 5 SPACES Z U O O cn °o c
TEL:{919)848-5$OD FAX: [phone]. LOT COVERAGE: 23. PRIOR TO LAND DISTURBANCE, A TOWN APPROVED SOIL EROSION AND SEDIMENTATION CONTROL 1 ~ ~ U M 6 ~ O J M_ .SITE ~ Q
EMAJL:dweils8kondec.com PROPOSED COVERAGE PLAN IS REQUIRED. BUILDING & DECKS = 23,748.7fi SQ FT. E ~ ~ ~ o
4. PROPERTY ADDRESS: 7200 SOUTM CROATAN HIGHWAY PARKING AND DRIVES a 31,577.12 SQ.FT. 24. THE ENTIRE SITE WiLL BE IN FULL COMPLIANCE MA1W ALL APPLICABLE NFPA REGULA710N5 POOL AND CONC. DECK 1,104.10 SQ.FT. f / - ~ N
NAGS HEAD, NC 27959 PERMEABLE WALK = 1,274.08 SQ.FT. PERTAINING TO FIRE PROTECTION INCLUDING BUT NOT LIMITED TO NFPA 30 AS WELt AS DUMPSTER PADS 400.00 SQ.FT, VOLUME V OF THE NC STATE BUILDING CODE. SHEET Ir W''- N W ~ v [EET INDEX
5. SUBDIVISION: WHALEBONE BEACHES REVISED COBBLfSTONf WALKS 1,384.87 SOFT. LOTS 2,3,7,8 OF BLK. 11 25. ALL BUILDING SIGNAGE SHALL BE IN ACCORDANCE IMTH ARTICLE VIII r s~" ~ ~
LOTS 1-4 OF BLK, 20 & PART OF TURFSTONE AVE. TOTAL COVERAGE 59,489.03 SQ.FT. (46.17x). SEC?lON 48-56 OF THE TOWN Of NAGS WEAD CODE OF ORDINANCES. u ~j LOTS 1 & 9 OF BLK. 11 TOTAL IMPERVIOUS COVERAGE = 58,214.95 SQ.FT. (EXCLUDES PERMEABLE WALK) HEET - ~ F z z a HET 1 ITE PLAN ~ W W E o a
26. T1NiS PLAN SHALL COMPLY WITH VOLUME iC OF THE NC BUILDING CODE. 6. PROPOSED DEVELOPMENT, THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM PERCENT COVERAGE = 58,214.95 SQ,FT,/128,835.80 SQ.FT. X 100 = 45.19X ~J N E gd Gowmor
AND COLUMN F~NDATION 1MTH PARKINO BELOW AND GRWND LEVEL ENTRY, PROPOSED USE IS MAXIMUM ALLOWED COVERAGE (55.00 = 70,859.69 SQ.FT. 27. THE PROPOSED BUILDING SHALL COMPLY WITH CHAPTER 10 OF THE TOWN OF NAGS HEAD CODE SHEET A CONDITIONAL USE IN C2 ZONE. OF ORDINANCES. HEFT 2 -GRADING & DRAINAGE y S
16. SETBACKS: REQUIRED PROVIDED 23 _ 2 BEDROOM CONDOMINIUMS FRONT 66.5' 207.5' 28. BUILDING CONSTRUCTION TO CONFORM TO ?002 FlRE PREVENTION CODE ~j T ~ ,,tttlllllfll/t
H i 22 3 BEDROOM CONDOMINIUMS SIDE (SOUTH): 66.5' 66.5' OR LATEST EDITION, - Y PLAN EET TILIT H 1243 ~
7. PIN NUMBER: LOT 2,3,7,8, BLK it & LOTS 1-4 BLK 20 SIDE (NORTH): 66.5' 66.87 29. A RECOMBINATION PLAT IS REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT, PIN ; 0800-15-63-4163 PEAR 66.5' 196.74' HEI Ei - v IN PLA ~ ~ A T 4 LI HT HEE
LOTT#1 & 9, BLK 11 30. ALL EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED, PIN;: 0800-15-53-4212 IN ACCORDANCE PATH 1.75 TIMES THE TOP PLAiE HEIGHT (36.5') ~j
31. EXISTING VEGETATION TO BE PRESERVED W1iERE POSSIBLE. HEET B, RECORDED REFERENCE: DB 980, PG 569; DB 1324, PG 174; 17. BUFFERYARDS: REQUIRED PROVIDED - o : d. U EDIMENT NTR L PLAN ~ ~ - R I N ~ T IL E HEE
MB 2, PG 203 is PO D, SL 27 NORTH 10' TYPE "A" 10' TYPE "A" 32. ARMY CORPS OF ENGINEER "404" JURiSDIC110NA1 WETLANDS ARf LOCATED ON THE 511(. SOUTH 1O' TYPE "A" 10' TYPE "A" ~ o U : W (>7 s V' N
HEFT 9. PROPERTY iS LOCATED IN F.I,R,M. ZONES AE (EL9') & AE (EL, 14') EAST 10' TYPE "A" 10' TYPE "A° 33. A DRIVEWAY ACOESS PERMIT SHALL Bf OBTAINED FROM NCDOT PRIOR TO ISSUANCE Of APING PLAN EET LAND H Oti,,, ,.,,0
(ZONES SUBJECT TO CHANGE BY F.E.M.A.) WEST N/A N/A BUILDING PERMIT, j,~ ~j _ _ 18. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE 34. A HIGH-D€NSiTY STORMWATER MANAGEMENT PfRMiT SHALL BE OBTAINED FROM NCDENR SHEET EET 7 - .ITE PLAN DETAILS 771.
CURRENT FlRM ZONES PfR FIRM MAP 375356 0011 D (12/20/D6} NGVD 29 COVENANTS THAT MAY EXISTS. DIWSION OF WATER QUALITY PRIOR TO ISSUANCE OF A BUILDING PERMIT. PROPOSED FlRM ZONES PER FIRM MAP 375356-0800-J (9/20/06) NAVD 88 (AS SHOWN) SH S ~C AGS 771, t,,, ) 11111
19. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 CONDOMINIUM UNITS WITH 35. A CAMA PERMIT FROM THE DIVISION OF COASTAL MANAGEMENT SHALL BE OBTAINED PRIOR TO HEFT 10. PARCEL AREA: LOT 1 & 9, BLK 11 = 134,447.03 SQ,FL (422.81 SQ.FT. 404 WETLANDS) ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS. ISSUANCE OF A BUILDING PERMIT. N.T.S. - DRAINA E DETAIL ET RAD ING HE
LOT 2,3,7,8, BLK. 11 & LOTS 1-4, BLK. 20 dr PART OF NRFSTONE AVE. _ 1175,464.92 SQ,FT. (80,407.38 SQ.FT. COASTAL MARSH + 245.96 SQ.FT. 20. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERVASE NOTED. 36. SOIJD WASTE BULK CONTAINERS SHALL BE PLAGED IN ACCORDANCE WiTH CHAPTER 30 OF THE HEE 1 00
S 404 WETLANDS) NAGS HEAD CODE, NUMBER AND SIZE OF CONTAINERS SHALL BE IN ACCORDANCE OATH SECTION - JWNI.~ =U' W I DETAILS ~ o~ HEFT ATERL NE W S ~Q~~ ~"m
21. ALL UTILITIES SERV}NG THIS SITE WiLL BE PLACED UNDERGROUND. 30-7(C)(4). TOTAL PROJECT PARCEL AREA = 1209,911.95 SO.FL HEFT ZZ ~ a ~Ud OIfiU~U'n
TOTAL UPLAND AREA = (128,835.80 SOFT. (EXCLUDES 866.77 SQ.FT, FlLLED 2 SI WI B LIGHTED IN ACCOR AN WITH ARi1CLE IX "OUTDOOR LJGHTING" AND SECTION 1 LANDSCA !N R IR 1 9 504. D 6 Fl N P S 2 . TE LL E D CE 37. STE P G fQU ED 2 , 57 SQFT.(INCLU fS 68.77 SF LLED WfiLA D OCKfT) 404 WETLAND POCKET) 48-443(F)(11} OF THE TOWN OF NAGS HEAD CODE GF ORDINANCES. X 1534 = 19,425.69 SQ.FT. (SITE LANDSCAPNG PROVIDED: 19,865,93 SQ.FT) 1 - ASTEATER DETAILS N N as ,a~+a Wo HEFT 1 THRU 6 W S
FRONT do SIDE YARD LANDSCAPING REQUIRED: 19,425.fi9 SQ.FT. X 503r = 9,712.84 SQ.FT. FRONT h SIDE LANDSCAPING PROVDED: 19,865.93 SQ.FT. Oct ~dwaaao~
LOT 10 d I'I, ~ ~ ~y/~~l%l ~ - - ~ ~ ~ ~ wvW~ac~Sz~ ~ a zOw Oa~QF~ - ----i----- w~ ~S
- ~i,~~ - 5, 19.84' 0~ LOT ~ ~ _ ~ ~ MoRr~.auoro courno ~~ouP ;ter r , _ ~ _ I ~ ~ woo ~ - - - -1-`~- - - ~ I 0. ~ ~`°N°o°~ss
LOT 9 i • ~ I k ~ ~ORMERL Y ~ ~ i _ ~ BLK.Iq , i i ~ ~ ~ ~ m ow~~ w~- - - - - - - - - - ~ ~ b pfp~7~~~~ 03-
• . ,1~_I, ,Ill, BLK. l2 osvrulr€x~ ~ TURI~STONE ~11~E. (03/03/GY+I - _ - - - - - ^ - ;i - ClO~J 1 I--7-----~` I I I ~ a
(b0 WaV WITNDRAI'~N ~ I L - J I - - - - - - - - a ,I i
vB 1324, PG 1671 ~ h ~ _'J, • /
~ / _ SUGAR CREEK NORTH RDPasEO z4" cuRB
~ ,I `I ~a / _ _ NOT A PART OF THIS PLAN SET1 & cUTTER.(sEE ~ ! DETAIL THIS SHEET)
I°:15 ~ - - - - ~ " _ : ~ ~ _ , , ~ 1~ - ~ - _ - - - - rS
- - - - - ~ ~ 0. Rg 0, 0 I
O ~ ~ IV ~ p~ i ~ Nan a W. GRAY EAGLE s p ~ 5' I \ Y EAGLE S l
7 ~ b ~ z . a _ cn o
• ~ Q ~ Q (60' PUBLIC RAW) ' N ~ ~ _ _ to _ Z PUBLIC R/W)
L~ / ~''`"`I'_"J 10.0' 0 w . I , ~ g w to__.-o' Sa.o' g H. GRAY BAGL~ ST. ~ rr
/ o ~ ~ ~ / b ~ ~ ~ ~ o ~ ~5P PLANS FOR GRAY EAGLE ST. ~ IMPROVMENTS TO BE SUBMITTED RoPasEO 2a' cuRe
.1 ~ LV v~~~/ / ~ R iii & GUTTER SEE ~ _ _ _ - ~so• UNDER S€PARATE COVER. ( s tD tt i2 to ~ DETAIL THIS sHEET)
1 i ~ v~ ~ y/ HANDICAP 1 2 4 5 6 ~ ~i ~ -i, 8 SIGNS SHOWN FOR ILLUSTRATIVE ~
J W ~ ~ 22.6' PURPOSED ONLY ~ 22.0' d .__.._.___~I
w Q ~ N 72'00'00" E 1681,18' df~. .
- _ ._.dt ~ _ F. ~ J e- - - w~
a ,~I ~ J I - - - - - - - a - - : ~ ~ ~~r~~TlorJ ~h~~ . ~ 1 ~ 4 I 3 ~
a 4 45 t. r. ' ~ o I 1 ~
•138 '~o jb - ' ~-~z`o HANG - - - - - - - - - - - - - - - 2'DVERH1iAG- _ C41 ~ _ - - - / / N Q I O
n ~ - ~ ~ 4 ~ 48 - q~ - - - i ~0' o T~E_ ~ ~c_„ _ I
LOT ` ~ 2 3 p4 't~8 8 7 8 9 10 11 12 13 14 / r~ A1TH ART~CLE~VII (SIGNS AND I
- I ~ C3g ~ a 90.6' = OUTDOOR ADVERTISINGS I O 2 z STRUCTURES) OF THE NAGS
1 o ~ t~itl~l4 ~ hIEAD ZONINf, ORDINANCE I Cori I~~„
LINE AS SCALED FROM ~ Fo w • ~to z +Ft. ~ ~.e w• PRELIRAiNARY FIRM ZONE MAP - ~ ~ a r, B~K, I! , f ~ ~ ~ I g ~ Q
375356 0800 J ~ _ K. N ~ ag '~~,Y ;;~s.~w, M I h W z NO PaR!(iNG ~,°~`G ~ ~ I ~ J
i ;I o ' ~ ,n; ~ ' I- 685'14LflL. ~~Fi t"-Gb w ~ q V ~ R E ~ ~1~ - 5 I, - , ~„a'`z`"~~ ~ z I (mow. rl I ~
~ / ' '(R ~ .:~1~~U ~ r~ i , W ~
~1 I, 12 ~ I I ~ ~ ~ ~ t$ ~ ~ t s . m ~
~ ~ I ~ i ' ~ i ~ r~ ~ ____2azs'------------- I a ~ ~ UPLANDS t, I W O
J I _ 4 WIDE i } 'i; i 22..4' S , / ,I: I ~I 22.4r ~ "AREX1Z69~"5"F:----------- M~;.;,tA,~' s to _ I?. Z
t ~ ~IIi; E A i i i _ _ WOOD ~ ' ~ ~ '
tO l25 WALKWAY ~ ~ - X79' ~ ~3
I . ~ A BUILDING INFORMATION - NO PA~tKftNG 5 c NO PA~tKftJG gs ~ I i 2 L Q Y
ti oeTA~aED IN ELECTRONIC ~ ~ I ~ I ~ ~ WETLANDS i ifRE LANE ~3j FORMAT FROM CAHOON do ~ ~ ~ ~ ~ - - 7j FfRE IAME ; h i EXISTING ASPHALT PAVEMENT
~ ~ ~ ~ ~ „ 569. S:f. I 55 ( ~ ~;I KASiEN ARCHITECTS. ~ 1 " " { A 'O.OtS ES ~ 3~ ~`Z8 ~ LOT 2 FlLf NAME: ~ ~ ! i ~ 4J ~~_6._~i_V ~ ~ ~ L_6\ t) ( ~ ~~T 8 55 ~ ~>M~f! - - - -AREA = 209,9I~5.F- (4,814AGRES)--- - - -
129 - Su orCresk-SouthSite- ~ BORING 1 - w - " ~ ~ ~ 1'i tt I'~9 9 1 r , , ~-fi BLK.20 CraundFloorPlon.dw ( ~ ~ ~ • ~ ~ PROPOSED ASPHALT PAVEMENT - x k
2 WETLANDS ~ \ ~ I'~~~~ Y ~r~, N - - T ~
AREA • 180,407 S.F. ~ w ~ -._~~I f1.845 ACRES ~ d; ~ ~ ~ ~ ~ r ~ ~ ~ r ~ ~ _'f ~ l PROPOSED COBBLESTONE WALKWAYS DA VAN
ACCESSIBLE ~w~i~~" L '0• SIGN (TIP. yH. ~ ..J
~ .s' BORING ~2 ~ i - ( EACH SPACE) c,'% ! ~ ~ En 4 PR asED ~~T 2 r~~ ~ i Q~ ~ PROPOSED CONCRETE ~ z
Q O ~ ~ t~ ~ V ~I- - ~ 'j o~ 57 _ i J COBBLESTONE ~ ~
l - - , IJNE ABLE watxwar BLK. ~l " ~2 ~ , ~ ~ EX. IRON PIPE ~~~wy I ~ ADa YAM' ( ~ i ~ ~ W
~ ~c ~ \ i ~ ~ DECK ~ ~ ~ I ~ _ ADA vAa~ , ~ ~ i`. n u 18.52 1 \ ~ 58 _ J Q ACGES~Bl.E t~~~ ~ ~ ~ ® EX. CONC. MON. Q
~ L2 a.23 ~ }a - ~ sd F9 f~ ~ _ ~ . I, SIgV (1`A>. 14. ~ ~ ~ ~ , _ EACH SPACE . IG L3 ~ (TIP. (5) B'x10' SCREENED I , m i ~ ~ EACH 5PaGE ~ DUTAPSTER PADS ~ I Q
Z Q L18 L4 11.31 ~ ~ ~ ~ ~PR©P0~'ED ~ IU fll'3 ~ 5s • • ~ I , Ls 4.e6 ~ ro ^ \ ~ A , C6ND0 1 ~M ~ ~ L7 _ ~ Nf1 PAi~c . coNGRETE EX. IRON ROD ~ ~r' 1
0 Q ~ u 1a.a N51 a' ~ ~ ~ ~ ~ 9; Plkg' LJIbtE NO PAAMP?N - _ ;~,A FOOTER , J FIREIJiNE ti _ ! ~ EX. PK NAIL
L16 L8 34.11 \ ~ t 7 7 '281 ' 14 ~ tt ~ ~ ~ ~ 1-,-.~~ T U I L9 11.50 8'54'5 - I f 7 9 y~lOGO ~ , i ~ E ~S
~,r r ~ EX. LIGWT POLE - - ~ ! OVERHEAD INF I ORMA110N
~-I~ i.i ; - T 3 Lt0 70.10 5 '2 ' i ~ ~ ; _ d 87 85 " ~ ~ LO Lit 14.06 ~ ~ 1 7 / r. <,,,.r. 61 , I, u1 1a ~ I ~ I_ . ~ SIGN - - - - - - - - - ~ s'. j . I ~ EX. UTILITY POLE
~ ~ BLK. 20 ~I~~ i; u3 1211 7oro5' I ' '..1,: _ _ l14 7.88 N54'58' I ~ 1,i ~yd ; i i 7 7 ' . . ~ 0 I
I - 70, fi'a 1 f ~ L ~ ~ I Y - - - ~ ~ i ~ EX. TEL. PEDESTAL .J a I ,CONCRETE L ~
Z Q F ' , L16 9.88 66' I ~ ~ 66 fi4 ~ U 3 L12 L17 1150 T '11" ~ / i 7 - Q I I i__ ~1I i s3 6Y L11 47.71 N71't ' _ Y - - - - -I C;: ~ GUARD i FOOTER m N 1. RAIL ~ EX. CABLE PEDESTAL
U ~j . l19 17.85 1'59' I ` % ! ~ _ _ _ I- 0 I. I--------- i rn
l20 18.58 , , p L r~ _ . L ~.L L21 14.50 36'14 1 I i I - f ~ _ EX. FLAG POLE ~ I I oaeRRFrANc - j ~S o
G I ~ ~ ~ L12 11.84 '45' r 0 iI ~ ~ L23 18.30 N ' T ml ~ _.r,. .wr..
~ L24 1A62 ~ N l25 11.08 I P ~ EX. WATER METER ~ ~ i14 113 w ~ r
- _ 1 y ~ PRaPostb I-- ~ _ _ _ _.i ~ ~ - ~ ~ CAE . Q L21 Q ' ' I ~rc ~ ~ I ~ ~ : C~LESTONE ~ ~ r„+M ~ WA AY 1-8• L27 t0 g '~ti70 ~ WAUtWAY I~ ~ } I~ ,~I ~ ht. LKrA i42 tit`'' $ ( ' IE~+ttY o tt r T EX. FIRE HYDRANT cn ~
23,32 6 S 6' WIDE A _ _ - L29 1.83 Lil.- o~ 2 •-Y I- I-- - _7 K, ~ ~ ~ ai o e~5.~-, ~ . ~ Q
9~k m~ Z t. 1 Lao e.a1 15 ~ o o' tsa.) 7 Gf E 1, . Z m ~ ~ _ L6 ,I ~I I I „ Lit 23.eS <a' ' Oro ~ co ~ ~ I _ I EX. WATER VALVE ~
' L32 18.11 N ~ N a ~ ~Ft~ , " 00 • 1.03 ~~1 - 1 -s R ` ~ ~ ~ _ I PROPOSED CURB AND GUTTER
' ( l33 t5.~ ~ 4', I e 64 85 88 °'87 p 90 91 92 $$3 94 95 96 97 ~ I , L34 W ~ Q I B2 83 ~ ~ BLK. !1 ~o ~ ~ i I I n ~ I i CDN~tISSION N0.
y.. L38 8.41 ~5 ~ Q . ~ 1 n ~ ~ ' ~ ~'4~°~[rl ? PROPOSED D.I. ~ ~ ,Di , r ~ f~~., r : P©~itl1 ~ toe t~ , I
v L37 151 Z _ ~ _ • ~ ~ BLK. 2O 478 1 7 `I ' ~ I PROPOSED ~ ~ 2' OVERHANG 2' OVERHANG 2, tOJ ~ - DESi(~ED BY ® PROPOSED STORM PIPE ~~A
- 139 SS N t' ~ ^ ^ 10'XZ8' ro OVER i ~ ^ I LOADING BAY W HANG LIO 7.13 ^0~,, tl~li / - N 2~ wER ~ ~ tos tD~ tas ~ .v ! I NA - ~
~ L41 7.03 ' ~ _...,r - ~ "j TURNAROUND - - - - - - ~ " ~ ~ - I i LI~~PE BUEFERYARD ° / L41 7. Q J - - I r ~ PROPOSED RIP-RAP DRAH~I BY i, ~ ~ i
• L4J 4.81 ~ .,J W ~ Z ~ I OANG fi , TAS
~ I U4 an @ w ~ ~ , 2 / 145 1218 1 ; ~E ; ~ i I ; , _ S 72'00 00 W 200.00' ~ ~ ~ ` I - -PROPOSED SWALE "~`~J I CNECKED BY i' I
~~t i I ~ lA1 Q7i J ,.J W N Oo Q ' W , w I._.,._ o 0 J S 77 51'10" PROPOSED FIRE HYDRANT
i~l ~ (Y OC d 0 - i i i ~ Q, i ~ rJ O u ~ •p W 143.84' ! IS~ilE DATf I c MiNIMUAi HEIGHT OF ~ 8/~~ ~V
085ERVIDVtAIERLEVFL ~ ' (03103/G151 rrt WET AN F A ATl N BUFFER PLANTINGS L D L G LOC O ALONG PARKING TO s'~j Tr ~1~v
S 72'00'00" W 1312.56' LOT .3 I BE 3' AS MEASURED fY~I L: SHEE 1 N~.
l~ tl~ ~ f~FF~ fR01A ADJACENT 7NF DdTd GlVFN l1N 1'HFSF PI dAIS IS RFC IFVFO ® arrner vni ~ nrn i
SURVEY INFORMATION BY: ill I ' E, 5L 217~( ) GRAPHIC SCi vcrvnc ,vv WSW I OF PARKING CURB TO BE ACCURATE, BUT THE ACCURACY IS NOT
CURVE TABLE 16 N/F .PHIL SCALE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
Seaboard Surveying P naing, Inc. D&TA YH CHORD CH0.0G. Cl IIW7-771 :~s.~e ~rs.as r 'w TOWN OF NA65 HEAD 30 0 :5 3C FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, CALL TOLL FREE 16 30 60 AND DIMENSIONS OF THE EXISTING UTILITIES
103 WEST WOODHILL DRIVE P.O. BOX 58 57 (DH 148b, F6 301) PRIOR TO CONSTRUCTION. IF A DISCREPANCY 1-800-632-4949
NAGS HEAD, N.C. 27959 252-480-9998 P.O. BDX 94 IS FOUND, WORK SHALL CEASE AND THE ENGINEER
4165 HEAD, N6 27454 ( IN FEET ) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NO ON CAROLINA IN FEET NOTICE TO PROCEED. ONE CALL
DRAWING FILE: P06011-SOUTHBASE.dwg 1 inch = 30 fi inch = 30 ft.
PLOT INFO: DATE: 8/25/2006 11:30 AM SCALE: 0.386863 OF SHEETS

NOTES:
11. BOUNDARY AND tOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY e ~
i. OWNER/APPLICANT: NORTH AVON CONDO GROUP, L.L.C. SEABOARD SURVEYING & PLANNING. P.O. BOX 113 z N I
SOUTH HILL, VA 23970 12. SITE ZONING: (C2) COMMERGAL (SEE CONDITIONAL USES IN SEC. 48-407 (C)(10)J ~ C Z~ 9 N 61 J 0''
2. ENGINfER:OUIBLE & ASSOgA1fS, P.C. 13. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVf P,O. DRAWER 670 COVENANTS THAT MAY EXISTS. d ~ N W * N v c°
KITTY HAWK, NC 27949 TEL:[phone]. PRO~CT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF 45 C~IDOMINIUM UNITS PATH 2 n
FAX: [phone] ASSOCIATED PARKING, DRAINAGE, WATER AND SEP71C IMPROVEMENTS. EMAIL• )JaOqufble.com C7 * c EXISTING ASPHALT PAVEMENT EX. FIRE HYDRANT Q) z w
15. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED. 3. LICENSED SOIL SCIENTIST: ~ JU ro
SOIL & ENVIRONMENTAL CONSULTANTS, INC. i6. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. 11010 RAVEN RIDGE ROAD FENCE CR EX. WATER VALVE t~I = w ~ PROPOSED ASPHALT PAVEMENT Q,~ ~nl z ~ a
RALEIGH, NORTH CAROLINA 27614 17. SITE WILL BE LIGHTED IN ACCORDANCE WITH ARiICIE IX "OUTDOOR UGHiiNG" AND SECTION RAIL TEL:[phone](F)(11) OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. RAILCf CR ~ ~ 0 ~ ~ 'v PROPOSED CURB .AND GUTTER ~ M
FAX: [phone] POOL COPING ~ Q I = PROPOSED COBBLESTONE WALKWAYS i/j ~ ~ ~
EMAIL;dwdle0sandec.com 18. STORMWATER MANAGEMENT: VOLUME OF RUNOFF GENERATED BY 4,3" PRECIPITATION = 20,8D8.91 CU. FT, PILE SUPPORTED POOL FlNISH ? PROPOSED D.I. ~ P~ (jf ~ Z N ~ ~ zW I PfLE SUPPORTED ~ ~ N m
4. PROPERTY ADDRESS: 7200 SOUTH CROATAN HIGHWAY VOLUME OF STORAGE IN PROPOSED INFiITRATtON BASIN~1 = 16,826.54 CU. FT. DECK NAGS HEAD, NC 27959 VOLUME OF STORAGE IN PR~OSED IFIFILTRAITON BASIN~2 = 4,513.35 CU. FT. DECK ~ STRUCTURAL GONCRETE wAU AwD FoonNC PROPOSED CONCRETE _ _ _ = PROPOSED STORM PIPE w o J, d z ~
VOLUME OF TOTAL STORAGE PROPOSED (BASIN~I+BASIN+2) = 21,339.89 CU. FT. 5. SUBDINSION: WHALEBONE BEACHES REVISED
LOTS 2,3,7,8 OF BLK. 11 LOTS 1-4 OF BLK. 20 & PART OF TURFSTONE AVE. 1 ~ ~ > E i:, ~ ~ EX. IRON PIPE PROPOSED RIP-RAP z w L l d; ~ a
LOTS 1 & 9 OF BLIC. 11 j ~ ~ EX. CONC. MON. - ~ -PROPOSED SWALE
6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM AND COLUMN FOUNDATION WITH PARKING BELOW ANb GROUND LEVEL ENTRY. PROPOSED USE IS STRUCTURAL
A CONDITIONAL USE IN C2 ZONE. PERMANENT VEGETATION TEMPORARY VEGETATION COwGRETE SLAB ® EX. IRON ROD PROPOSED FIRE HYDRANT ruunrr ,
23 - 2 BEDROOM CONDOMINUMS 22 - 3 BEDROOM CONDOMINIUMS + ~ +
SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. t -MARCH 31 7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BLK 20 SEED MIXTURE APPLICATION RATES ACRE SEED MIXNRE APPLICATION RATES ACRE ® EX. PK NAIL ~ o - - EXISTING CONTOUR P ~ Z v;'~P~ - d'
PINS: 0800-15-63-4163 / / LOT 1 6c 9, BLK 11 BAHIA 30 L85. RYE GRAIN 175 LBS. O EX. LIGHT POLE E- ~ -9.0- PROPOSED CONTOUR , ~ ; ~ Jo ~s
PINS: 0800-15-53-4212 ' _ 3~ 0" \OQ : U?N lily
8. RECORDED REFERENCE: DB 980, PG 569; D8 1324, PG 174; COMMON BERMUDA 50 LBS, ~ MB 2, PG 203 & PG. D, SL 27 (UNHULLEO) EF.61111ZEB EX. UTILITY POLE + EXISTING SPOT GRADE k ~N -
GERMAN MILLETT 15 LBS. 10-10-t0 ®750 LB/ACRE Q EX, TEL. PEDESTAL PROPOSED SPOT GRADE ~ d, ~ tS'0 ' 5 v
9. PROPERTY IS LOCATED IN F.LR.M. ZONES Af {EL9') & AE (EL. iD') (ZONES SUBJECT TO CHANGE BY F.E.M,A,) FESCUE 20 LBS. ,
CURRENT FlRM ZONES PER FIRM MAP 375356-0011-0 (12/20/08) NGVD 29 EE61l1IZEH + © EX. CABLE PEDESTAL ~ PROPOSED FLOW ARROW N.T.S. 4rl lllrti~
PROPOSED FlRM ZONES PER FIRM MAP 375356-0600-J (9/20/06) NAVD 88 APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING W17H ASPHALT, p 10-10-10 0 50D LB/ACRE NETTING QR A MULCH ANCHORING TOOL A DISK 'MTH BLADES 5ET NEARLY POOL/BECK DETAfI AS FRONDED BY CAHOON ~ KASTEN ARCHITECTS © EX. FLAG POLE ~ ~ DRAINAGE DIVIDE
10. PARCEL AREA: LOT 1 & 9, BLK it = (34,447.03 SOFT. (423.81 SOFT. 404 WfTLANflS) SIRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. LOT 2,3,7,8, BLK. 11 & LOT5 1-4, BLK. 20 & PART OF NRFSTONE AVE. _ .~lllLSd1 o io z~
1175,464.92 SOFT. (80,407.38 SOFT. COASTAL MARSH + 245.96 SOFT. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, EX. WATER METER m ~ c~ u ~~~W°~Y~
404 WETLANDS) NETTING, QR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. U w ~p~~~ a gv~aNVOV~Z
TOTAL PROJECT PARCEL AREA = (209,911.95 SQ.FT. TOTAL UPLAND AREA = 1129,504.57 SOFT. (INCLUDES 668.77 SOFT. FlLIFD ~i vi O.a ~a~cwU© w
404 VIETLAND POgCET) Ut W~~~WN~~~ ~gw'~aa~i3 N
LOT l0 ~ ; ~ r~
5. 19, 94' OF LOT q n~oRr~,auo» couao c~a~ _ _
~ o Lor q ~ FORMEf~L Y N BLK. l q ~ 1 ...._BLK. !2 { _v~. _ i -
OBa`ERVEDYfATERLEVEL ~ I I i, TUR~STQ E A1~E. _ _ _ ~ _ . _ _ (~/mil = I (V ,
4 (bo' R/W WITHDRAWN ~ L_ ~ I u ~ ,
• D8 l324, PC~167) a \ ~ 3- ~ _
~ - - - _ r....»r - - SUGAR CREEK NORTH
i ~ , f / ` / t I _ _ ~ ~ I (NOT A PART OF THIS PLAN SC>~') M J
~5~ ~ _ _ _
lr.e1 , ~ ~ ~5 ~ ~ ` - ~ - - ~ ,
O ~ W ~ ' N ~ - N ~ . W. GRAY E~4GLE J ; ~ ~AY E~4~LE, ST.
x _ - _ i- ~ t r'~ _ r " _t h i ~ to ~ ~i
G~~ ~ ~f~ ~ ~ ~ , , ~ ~ ~ / ~ (~0' PUBtiC RAW; i0 PUBLIC R/W) ,,ti- w ~
z -z L~ ~ ` i i r ' f ti ~ w
' , -GRAY BAGLB ST. I (5G' R/w) ~ ~ e is _ ~ ~
} ~ ~ 118' OF 18" ~ ~ / . t1 B' of re" RCP PLANS FOR GRAY EAGLE ST. I ~A0.55X~PE ~ ~ tMPR4u1aEN•#S IO-BE-SUBA~tITED ~ _ _ -
I Q Q -.1 i ~ 'o' ~ T VA0.55X, r ~ ~ ' a.a' UNDER SEPARATE COVEd.~ o ~
~~li ~ Z W ~ ~ ~~~I,, ~ 8.0' ~ i~ 8.0' ~ - - yu S_ - ~~i ~ 6 W 4 , ' SHOWN FOR ILLUSTRATIVE
-I W -U . r 5~5 WQ W Q a.- \ - ~ ~ .~~'~I 8 ~ ~ -P-UR SED-ONLK- ~ ~ i IM-~-7 s W : 5 0_
9 ~ ' / ('rte P / ~
- ' u _ ~ _ - ui 7 " 9 5 - - - - - - -7- -r 6 - - - - -g--Of ~-pPE. ~ ~ 117.5' OF t8" D ~ ~ ~ 1 ~ /
- - _ ouTLfr~s - ~ ~ -6RY INFlL~RATiON BdSiN #t - - - ,~s~ , I RCF 60.5711 1 ' SLOPE
e~O - -5 7.2 A 7.1' 'I'~ ~ ~ O Ill ~ 7.2' ( f-
8 ~ i JQ ' - ~ r .I.
~ ? ~ i / D ilnl R1M = 7.2' a. - 3kk~' t0 ~ Rte ~T.16k~~: _ ~ V. = 4. ' Al-7.2' I I ~ V.m4.' ~ 1 ~A a ' I
~,!lis 1. 2 _ \ I _ - - I ~ ~ ~ I R1M~ 7.~ ~ i i I 0.1.13 I I 5' / i N ~ ~ ( I
- _ ~ ~ ~ , NA = 7.5' INV. _ 4.8' - =4' , J { ~ i O I 2
1 v u. ~ 6 i ' i i
- ' LINE AS SCALED FROM ~ N ~ E. - ~,C . o- • PRELIMINARY FIRM ZONE MAP a ~ 1 ~ti ~ ~ I ~ ~ .I. I I ~ N ~ 1 ru = B.D' ~ , W
_ • - ti ~ 15 0800 J m a~ ~ II f~ ~ d V.~4.9' ~ I Z_
_ - - - z ~ I~ i - - - - - - ~ , ~S ~ a h ~ ~ I 663'H81 _ _ ~ ~ i V - . U
~ • , , F: ~ ~ I ~ ~ ~l I Q I ~ ~ " ~ I rar~,c» I 'Q Q ~ n j I
~ ~L _ U ~ I W ~ i > . m
~1~-- ~ " ~ _ ~ ~ y~ ~ - - - uFLawos ~ W
~ ~ • ~ - r ~ / -1---- -~KREA=-12683B-SF:------------~ I L I ~ Z
4A X I ~ l tr ---~.~58AGRES -
~ t ~ ,n -----------'c i I m
INFlLTRATION ~ ~ ~p - / ~ j I 9. ' I F ~ ~ eA~N is ~ ~ BULDiNG IN ORMATION t Y I ~ o ~ ~ ~ ~ , J
• OBTAINED IN ELECTRONIC ~ ~ ~ TOP 0 6.5' i 1. ' y~~ ~ - - - ~ 1 I ~ / > / FORMAT FROM CAHOON & I BOTTOM 0 4. ' ~ -6Eq - ~ 1 fL ~ S h ~ ~ i
KASTEN ARCHiIECTS. ; E 0:016 'AgRfS I ~ ~ ! ~ 8.5' _ , r (14,325.79 CF i RLE NAME: ~ l l7 L7 D I I J tai ~ 1 ~ ~ ~ ~ = 5 -~L-_L---------- ~ ~
,~I ~ ~ ~ ~ _ A , . ° v SugarCreMc-SouthSite- _ ~ 8.9'`.i;,: GroundFloorPlan.dwg ~ rr, ~ E' ~ r3 l - 1~ , ~ O
1 ~ ~1 61 0 RFL / i N 4 ~ , WETLANDS n I „ ~ ~r~ ~ N
AREA = }80.407 S.F. ~ , _ 1 8.5 ~ ~ - - pp _ ~ - . t1.84S ACRES - OUTlfT~2 • 6.5' T~
~ r~ - THROUGH ~ - - , - - 20'X2O' i;~;, ~ , i ~ WALL ~ ~ ~ ' l , ~ ` . -I' 00,34% ~OP€ 0,~4% COPE ~ i
' _ Q 'QPEN WOOD- ~ + 189' OF 12" 8 ~ I _ ~ ~ sm9' g _ _ Z
~ DECK ' ~ ~ ~ HDP~ N-12 0 ~ ; - - ' - - . A1, ~ i ~ ~ ~ ~ i . ~ ~ h ~ _ p
- ~ ` ~ Q00 SI~P~ - ~ , I~ ~ ~ ~,1.: ~ ~ ~ ~ ~ . ~ ~ - ~ ~ AI ~ ~ ~ U
~ i ~ ~ ~ , .-I~ ~ 'U~ ~ , ~ W ~ f . ~ tY
~ ~ ~ ~ ~ L , ~ ~ ~ ~ I ~ Z 1 L7 ITT ~ ~ ' ~
Z ~ ~ o ~ ~ ~f D ~ ~ t~ _ ' ae` ( ,i ~ I ,~E i ^ ~ ~Q _ _ _ ~>i' ~ ~ o 1 _
%`i gti % h I-~--
' 0 ~ fl , ~ ~ F.f.E. - 9. / ~ t NrFlL All ~ P ~ i ~ ~ ~ ~ DASIN ~ - ~ ~ .I. . _ - - - - - - - - - - ~ - ~ - , I
~ r- f ~ b u~ it r , 1 15 ~ ~ 111DM 0 5.~' . # - 5.T 5' I - - - - - - -~-~1 _ _ ~ ~5.T ~ ~ ,
_ ' _ Y to ~ I „ ~ A ~ u l ~ ~ / pl o ~l ~ € Y1 - -..I f" l I r~ ~ i e.a -----~-----d---- ~ 7 , _ _
- , /i ~ I I ~ ,n ~ 1 _ Y ~ -----I------,------- i _ _ , J a
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. ~ ~ i 6 _ _ _ _ _ o
(Y ac" T - ~ t ~ • 1' A1' f: ~ ~ ~ p
~ tM = s o' ! - . - .o' ~T _ F ~ , . 143' qF 24" RCF e+
• 9 t N
• ~t 1 ~ , - - - , ~ LiL..__ p ~ -a _ _ , ~ 4~k n .r 5 r . ~ "Q.d 1 / 1 U'
_ ~ 1 _ _ ~ O z / ~ :L~ h `'mss, .f Ul
~ N ~ 1' 7 . D.I. - M = 8.4' N~ ~ ~'i ~ ~ ~ ~ ~ • M-a4,
~ f a . ~ ~ 6.4' INV. = 4.'1' ~ ~ .A ~ NV. = 5.0' ' ~ ~ ~ ~ ~ I ~ ~ ~ i COkll~$SION N0.
A ~ ~ ` ~ ~ ~ 1 t s ~ t RCP- SL - #6t' 39!' ' .t 1'~% ~ i ~ ~==J~ ~'~Sat.rl ' N. X49' OF 2~~-ROR
• ,il ? ~ 4 LL ~ ~ o' 0 7 _ I ~ ?4` RC~p ~ d,0.i7x SLOE ' S , ~ e.4' ~ ~ _ _ _ tin BY
~ ~ , ~ 6 ) '8 r, o . ~ ,.I ~ I, s 5 _ - .~~c.,,,_ ~8 fib' ~ I ' JJA / ~ ~4. ,
_ ~ ~ _ I m ~ ~ I DRAWtV BY
Q Qr! , ' ~ TAS s
• ' , ~ Lc! E 24" HDPe e; ~ ' ~ ADS N-12 l .0' ~ _ t4' OF 24' ~ 7 ~ CHECKED BY
~ W Wi1H F.ES. HDPe ADS , " ~ CI N-12 ~ J i JJA ~ :L~1 s I r . i Dart:
~ v WAR 80X: ~
085ERVfD MATER LEVEL , f NV. N 0 4.5' ~ \ V. ~ 5,1' , I 3o/os _ ~ v
i WE1R ELEV. 0 6.5' LoT 3 I OUTLET~6 INV. T 0 4.5' SHEET ND NOTE:
SURVEY INFORMATION BY: , : ~ ~ ~ GI n n ~flc,=v ' ~ ~ BEFORE YOU DfG !
?vvni~ vi~L~n L.35' VEGETATIVE h - 1 IM UAIA UIMN UN THESE PLANS IS BELIEVED
(PC E 5L 277) 3eabaald ~eJ" ,g & P Im CURVE TABLE 16 FILTER TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE IC SCALE r CALL TOLL FREE f CONTRACTOR IS RESPONSIBLE
N/F GRAPHIC SCALE 103 WEST WOODHILL DRIVE P.O. BOX 58 CURVE 5E-I-A UNet14 CHORD AWG. Cl 'ts 178.79 179 . r TOWN OF NA65 HEAD 3e o is 30 FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
NAGS HEAD, N.C. 27959 252-480-9998 (17B 1486, PG 30!) 15 ao so AND DIMENSIONS OF THE EXISTING UTILITIES 1-800-632-4949 PRIOR TO CONSTRUCTION. IF A DISCREPANCY
P.D. BOX qq NORTH CAROLINA IS FOUND, WORK SHALL CEASE AND THE ENGINEER
4465 FAD, NO 27959 ONE CALL NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
( } DRAWING FILE: P0601 1 -SOUTHBASE.dwg IN FEET PLOT INFO: DATE: 8/25/2006 11:30 AM SCALE: 0.386863 1 inch - 30 ft. FEET } NOTICE TO PROCEED.
= 30 ft. OF 17 SHEETS

j
E. GLIODEN ST. 1,
2 ` 1 n / ~M ,1 -.~-ya.K..~~+....._
a E, GULL ST. ~r-~~-"
~ ~ ~ "THIS CERTIFIES THAT THIS COPY OF THIS P T WETLANDS LINE TABL ~ LA ACCURATELY DEPICTS E E, CRAY EAGLE ST THE BOUNDARY OE THE JURI6DIC11GN OF THE SECTION 404 OF THE CLEAN LINE LENGTIi BEARING
ROANOKE I ~ WATER ACT UNDER THE PRESENT LAW AND RECULATlO " . SOUND SITE ~ N~ AS DETERM111ED L5J 62.8J N2634'47 W BY THE UNDERSIGNED ON THIS DAl>_ UNLESS THERE IS A CHANGE IN L q ! uunur
5 66~9J N24'OJ'44"W pN ?q THE LAW OR OUR NUBLISHED REGULATIONS, THIS DETERMINATIDN OF L55 70,53 e°ti ~0r \..,n.,/ ` SECTIGN 4 4 N44' r ur~4'o NOT~,;_ I, W.C, OWEN, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN UNDER 1r.THlS SURVEY I
0 JURISDIC110N MAY BE RELIED UPON fOR A PERIOD NOT 5334"W ~ CA~~ rrr IM. CRAY EAGLE ST. ~ ~ TO Er:CEED 5 YEARS ERCM THIS DATE." (THIS OETERMINAIION WAS l58 52.31 N06'20'DI'W ~ ~ r Q S SUBJECT TO ANY FACTS THAT MAY BE -.--.-,.._,.,r_~-' ~4, MY SUPERVISION FROM AN ACTUAL SURVEY UNDER MY SUPERVISION; DISCLOSED BY A FULL AND ACCURATE 11TLE SEARCH.
SITE MADE U1ILIZING THE 1987 CORPS OP ENGINEEERS WEnAND L57 18.60 N31'23'S 'E I, Q~ ESS1 ~ r°r o DELINEATION MANUkL.) L59 18,95 ~ 0~ 0~ ~ r /0 ~ n, THAT THE AAT10 OF PRECISION AS CALCULATED IS 1'10,000+; THAT 2: AREA BY COORDINATE COMPUTATIONS ti y ~ THIS PLAT IS PREPARED IN ACCORDANCE WITH SECTION .1600 OF TilTAI AREA = 1275 a
A N70'41'51"W ~ ~ .y 'y h~~'S ~ q~ \ n ~ ~ L59 4980 N06U7'58"1"1 4 5~~ ~ 6 8 S.F. 06.328 ACRE°; / ~ THE STATE BOARD QF REGISTRATION RULES "STANDARDS OF PRACTICE". UPLAND AREA = 171,225 S,F. (J.931 ACRE ~ ~ n
L60 28.47 N62'09' 6"E ~J`' ~ ~ ~ NAME I ~ I~~~~S Ls1 1s.e1 e L-3216 5B5'OD' 4"W i WETLAND AREA = 31D4,,23 S.F. (32,397 ACRES) ~ 6 ~ ~ ~ 3. RECORDED REFERENCES: DB 980, PG 569 D 'a ~ B 1324, PG 174; MO 2, PG 203 ~ PC D, SL 27
v n ! I 71TLE LG2 26.20 N20'45'17"E ~9 Q~ r^ L63 33.J2 N3796'19"4! 'r ~ Sly ~ 04 . L-3216 DATE
~ \,,n.,./ i ~ r ~ F \ / r.. - - PATE ~ ~ v Z~~ ~ L64 J1.18 N31'31'35"W rir rrKnma ,,e` ~ 0 ••11~~~ P
L65 41.63 N57'18'20"E rre'V \ o n _ ~ ~ oe6 ~"7 J-'~ C~ ~ ~ J ~ L86 r ~ 19.80 551 6'23"E r~hrnime~ti? hYv X04
_ _ J L67 24.71 13'31'59"w VICINITY MAP (NTS) ,r - ~ LG8 16,8J N75'58'JO"w N/F
L69 17,44 N22'20'21"W z WWII W TANGER .PROPERTIES, LTb - = m
G~ND ~ ~ L70 2L28 N41'28'06"E (DB 1136, PG 463) z ~z}~°z°~z
- EX. PIPE N. 60.06' OF LOT 9 4~ - EK. REBAR P,O. BOX 10889 w. o z aW z¢ vii a~ z 3 0 o ti caEeNSeoao; Nc v4oa ~o ° 5 °~o°N~~zQ
-CALCULATED POINT \III~ ~ LOT 1 O 1 V O a as>~ aso LOT ~ IiOOi ,8 W ao ~°~a
i - _ ,~I~, ~i~~, BLK. 19 - EX. GONG, MDN. LK. 12 ? -CONC. MON. SET ~.,.n.. l I _ - I ~ ~ ~ - ~M I L ,~li, _ _ ,~li, 12 i ~ ~~W ~ s~ ~ BLK. 12 ~ ~WNa~~°W
- EX. P/Il NAIL - - _ - _ _ ~ 1.15' _ ~ P' N ~ - P/K NAIL SET N, - i Ui ~ _ = v~xa~apZ~-5pJ U~'~ Z~WI~.q ~tir N y
1 N 72'00'00" E X1706.99' Qi - EX. REBAR W/ CAP IN CONC. 1301.08' ti ~..~,ry t FIBER OPTIC a ~ I WARNING POST a ~~NZa~zS~
® - 'MATER METER t. ` L65 ' 1.11' X14.56' 45.10' ,`I. I -PHONE PEDESTAL ,I I 2 10.93' ~ RESrROOra O ~NF.p~-tf~0 W ~ U V-~ ~ 344,77' W ~ po~~oo zm
_c l~ I I / BliiL01NG /m -GROUND UCHT/STREE.T LIGHT ~11i~ v~II~ = - ~U I I R~ P' R P' ~i i I p~ 10.37 d Ogao~O~~~ / i V.~ I ~ ~^m a
~ -UTILITY POLE \ _ _ - I ~ i I I ~ CUY WIRE - - t I ~ I ~ 0~%4~ ' 37.0'
- FIRE HYDRANT _ - I I i I 20.0' - - ~It~ I 122' 2e.o' / i OTC, ~ ~ ~ SICN I .17.7°0 I~~
ELECT. TRANS. ~ <<I~~ v~IJ~ Z,p, ~ ' _ _ o ~ I y~/ h D4 -GATE VALVE ~ - r ~ I ~ ~ h / I ~ I
(~Z - ND PARKING SIGN ~ n ~ ~ = t1ll; I SREON~ ~ , ~ , 1 ~ LOT B ,
L1.1 I g,T~ i.3' X 6.3' BLUIDINC `A' ~ 0 -STOP SIGN tn: ~I I1 i t Q ~ ~ 1 ~ ~ n I SnO~tcR 1D.1' ~ Y c v J) I ~ ~ 5 ORY FARM. BLUIDINC `A' ° ~ ~ s~ I 9_ - f10' X 18' SPACES 367.8' d a ¢ I ~ BLK. I~ I 2 STORY fAAME v
- S. 19.94 OF LOT g WETLANDS ~III~ d ~ ~ I ov~~ur+c oN ~ _ ~ A _ v ~'y ,L ~ i Aiurres ~ s~As t~ ,TREET SIGN ~ n ~ v~I~~ REA ~ (23,347 S.F ~ l7 lb _1 p DWELLING ON ~ ~ I ~ 52' ASPHALT PILINGS ~ STAB I
~ _ - = o . I ~ BLK. 19 - 10,536 ACRES i ~ (yJ ~ I ~ / I,Y N
~Z -HANDICAP PARKING .iICN /i'. ~ Z ~ CI. I ~ - GATV. ,~li, w ~ w ~ LOT 9 -i a OBSERVED WATER LEVEL 4g " v .il i j ~ ~ - _ ~ I ~ ~ ~ 'd' ~ / ~b,t 1 Ip~, N I ASPHALT I ~ ~ t\ ~b,t' 9. B' ~jiAU~~ ~ i I 219.8' 1 ~
0:, 03 06 a 'CECK; _ = - Milli AIII~ ~ ~ Sty 6 - FLnG PDLE ~ ; ; / _ _ ~ I L ~ ~ ~ BLK, 12 a
Aj ;;IOt i/ I iz~ ~ I I~~ ~
~~.n./ ~ / ;/~%i~i ~WODDWAiK /i ii~~ i~ iii % /,/%i~~%~ i /i%/, I LI'fpd I ~ ii; , ~ i.!~~ ~l/i~; , ~ ~ UPLANDS a ~ ~ 12- I~ti ~ ~ LANDS ~ ~ " 110' K IB' SPACES 1 ~ ~ ~
i ~ AREA ~ 42,389 S.F. n .J ~ ~ ~ ~ 1 I 0.973 ACRES 42,389 S.F. ~ a 1 ~z ~ 13 ACRES ~ ~ I a a
n v~I ~i v I ~i I I I~ ~ ' ' I I ~ (n r".
1224.08' ~ ~6j i 1 r 20.1~"6''"°"~s~' 60.00' I 7~ ,h ,pp, I PARKING DOES NOT W " ~ a ~ h" ~ 1 w o ~1EET 5' SETBACK
170.02' r _ ' n I z a 174,71' a I ~
~.,.n.../ S, " gill, ~ _ 72'0000 W 1648.97' ~._n. i _ _ I e I~ 4.T
~ X11, X11- - -I _ ~ - - _ 7 ~ n A / _ - ~ . ~ J . n ~ ' ~J
~I i " . ' J . • ~ " 1
/ / GRAVED ~ ~ ~ p r r e ' . . a ~ N v. a ~ ~ a win ~
~ X111, t - - ~ ° ~ a If, v Ili _ - ~ in, o ~ . ~ ~ ;n! a ' ' W, GRAY EAGLE 5T. _ , w 4 r ,~I~ ~
I i, ~ ' ' 'a (60 , R/w) ' ~ ' n. ~ ASPHALT Mi ~ (O . ~ ~ ' ' o ~ E. GRAY EAGLE ST.
a ~ ! ° ~ 50' z`
al. i ~iIL \II~~ \I~~r ~ ~ ~ v
_ - _ ~8 1.95' ~ _ ~a n
`0. ~ y N 72'DO OD ',,.,n..i ~ ~ t4.6a' 2ss.JO~ _ E 1681,18' a Q a o > pq
9 b~, ~ L6D 2.55 it 60.00' I ~ I ~ 170.14' ~Z ~r ~ d
M ~ = A~I~i ~ ~I I n. i a V 9y0 174.59' ~ I rn ~ ~ 22.8'
~ ~ V V N.
~ ~I~)~ I, ~p ~ ~~¢~~~,2:: _ ~ _ _ _ I I ~ f~ : v V 1 Q 1 90.1' 1 IG.O' O 0.4'
O> ~ N ..1. 1I1~ ~~11i ~ W I PORCH o_ sl.d R I AN INC° ~ ~
~ _ - - - ,ili, LOT 1 = - o~` ~ I / x~_ I
X361 ~I I I, - - ~ w - = BLK. 20 N ~ I b 100'^ 1 OLOIpINC'8' - a ti
m ~ ~...n..i ~III~ VIII, VIII, ri - - _ _ I 2 STORY FRAME ~ b ? I ~ Ay I OWEUINC ON N s ~ ~
LOT 9 a FNNCS k SLAB ~ W _ 9 W~ p y~o Q
° I ROANOKE ~ ,III, ,iii, ~ I BLK. 11 _ _ - - ,~li, s~ ~ I , 1 I iio 6tp ~Cp~ ~ ASPHALT w ~ "
SOUND ~ 1 , - - ~I„ - - n ~ '~A ' _ _ ~ to N m t0 1 ~ .44.0 • N 10 I x'_"', Er
a, ~ L1 r I M ~ 1
vIllr v .n...i 1~ III 5A ~ ~'6t j,... - - - - I _ _ _ _ - I ~ w _____--ss~~ ~ U ~ ~ I _,.,a. 1 r 4~PlfALT'~ Q~ LOT 1
LI1~ _ W r V ~2A ' ~ n BLK. 11 -----,1 ~ o~
,III - ~1I1, z, IE~LANDS - _ - - ~ 669 S F. ~ ~ ~l'~ i O ~ 0.015 ACRES ~ ~
~III~ L25~~ _ = Q' 4A I r I N~ o
~ ~ i ,tll, a 1 ~ I
- - ~ (6. _ I ~...n../ i ~1 \ n../ ~I~i i ~3A _ ~ s1cN ~ ~ N
~A ~ ~
~~~~....~.,~-~28 I ~ ~III~ , ' L ~ . , II_ - - LOT 2 I ~ OBSERVED WATER LEVEL 29 ~ = - \II~i \I~i j I n I ~W`~ "
(03,/03/06) _ - = = I ~ tD i ~...n .i BLK. 20 odd ~
~~2 . IJ , Q ~ I ~.n,i ~ Q i`, z I ~ ~ Q." a
~ni 1 ~III~ i Wa I I ~ c~ ~ UPLANDS ~ a ~ ~
~'1 = v 31 w I ~ d~ I UPLA I~I~ r7 ~i N I AREA m 12 \...n.../ - - ~ O I ~ ~ I 2,958 i v. ~ AREA m 126,836 S.F. ~ } ~ ~ ~ 2.958 ACRES ~ A
In ~ v.. n/ of ` ;n n I m i 1-1
~ n..i I \111 ^ N LL n i LOT 8 ~l 1, _ _ z I ~ I ~ ~ ~ 3 ~ roo LOT 2 , ~ x
_ _ - ~ BLK. 11 I
n. i ~ _ _ _ ~ BLK. 11 ~ o m ~ °
\..n ~i - L18 \ I
~...n _i ~ _ _ _ _ J I -J s I I ~ d ~ U. I a ~V ~ ~ z
~..~n. / ~111~ v'lll, ~ I v I~~ ~ I I ~ ~ ~
Lt 6 _ _ \ i ~ a I CONCRETE ~ ~ Fy I w ~ FOOTER q~ ^ ~ '4 ~ q ~
~ VIII, I p Q ' i \III, ~ 114 c0 ~ ~h = ~ LL ti• w O
wEnANOS LOT 3 ~1I f ~ -REA = t6o,4o7 s E~ . I GJ ~ ~ . - ~~W
~ n _ ~ I , ~1.e4s AcFES I ~ _ . BLK. 20 ' I OVERHEAD pq U ~ z . _ _ . ~ IMF
i \I 1 ~Q~ _ .1 1. ~ ,I i _ - nON SICN CONCRETE J N o FOOTER ~ ~ ~ p~ o
~.n i L13 L12 - _ - ~ I ~ V 3 1 , ~
~ ~ ~o~~ vlll, _ - ? ~ I n. - - ~ - qtr I I _ z ~ I ~ ~ 0 I ~ SHORELINE LINE 7ABl,E ~5
o,~ ' I GUARD LINE LENG ~ ~ ~ ~ ° 1H .BEARING Cti I RAIL L1 18.52 Nt3'09'42"W - ~ ~ lJ w
~i I ~ ~ ~ n~./ III ~i vI~~/ <I I _ i m ~ I L2 41.23 S79'28'O6"W y ~
- - - - I _.I I ^ L3 14.82 N 3' ~ ¢}f N I U 5318" / 1 L4 21,31 N05'01'18"E ~ ~r ~/,S
~ ~ \ r I I i L5 4,96 N45'02'4T"W ~ ~ lfi 14.29 64'44'26'
` I - LOT 7 ~ , !i, ~ I L7 19.69 N5t'S4'00" ~ d' ^I
' _ _ L6 J I ,Ili, BLK. 11 L8 34.18 N48'28'1 "E ~ ~ 1 ~ LOT 3 L9 1r.5o N1e'S4'Sr'>: ~ ~
- - _ - 1s , \I I I, \I I I, Q ~ - - I I BLK." 11 UO 30,80 N5B'20'17"W ~
n. i sj - - - , I ,III, \1I I ~ I ~ - I Lti 14,Ob 60'40'33"W I ~ L12 13.56 S65'2TOt'W
~l - ,ill, LOT 4 ~ I ; i l13 12.98 S 0'0~ 58"W I L14 7,88 ' N54'5 '33"W';
- - BLK. 20 I 172.0' L15 21.28 N 1 '4 3 I 830"f
,I I I (ASPHALT L16 9.56 N66'S9'b4" ~ ~ L11 18,50 N2T48'11"E
i, - _ _ Ili, I _ I L18 47.71 N1'10'03"E LI9 17.65 N21'18'42'E
,.~li, - _ I I I ~z - - - I I L20 18.58 NOD'16'20°W
,Ili:: I 29.9,' ~ 170.09' L21 14,so Nss'1s' 1`w fILE N0.• .,I~ L22 14.bd N73'45'23'W
~ n.. i i ,I I ~ - _ vI I1, vl i 1, ~ u~ - ~.n...~ ~I _ \111 = _ ~ ~ ao i 5 72'00 ,IIJ, ~ _ N . DD W 200.00' Lz3 16.34 N5raT51"W 0504212
_ ~1~~i ~ I O ~ I I I OB8ER4E0 WATER LEVEL - - 1248,89' ~ I p O L24 19.62 N5$'1T42'~W ~ S , L2s nob. sao'oB'S3" SURVEYED;
(OJ/03/Oii) 31.79' 31,88' 'O I 51 10° W 14 L26 10,32 531'44'36"W ~3 Q3. ~6 3.84 Lzl ~ ~ M
, s 72'0o'oo"w .~~nF~ e I ~ .n..i _ I1- ~ 1312.56' I m - - , ~ I, - _ ,I E1BEa OPTIC 19.37 S2TN'6s"W L28 23,32 956'55'25"W DRAWN; WARNING POST l29 8.8J S7B'22'01'W Q3 0~ Q6 TCi
,Iii, ,il~, D.18 LOT 3 LJO 9,33 N74'1 ' 0 47 W
_ - - - , ~ SUGAR CREEK ,Ili, vIIJ, L31 zags ss '4rssW CHECK ; L32 1622 N56'41'2 "W ED
- ~ - ' 1e ~ (PC f, SL 277) ~1 N/F I 2 03~0$~06WC0 L33 15.69 N00'1'43"W
TOWN OF NAGS HEAD L34 22,94 N38'34'09" I$SUED: L35 25,93 N O'23'48'W
(DB 1486, PG 301) L36 8.41 S8B'15'i 'W ~3~~8~06
~ n n A nrrrrr ~.Y , , r, l37 12:58 Nnt~t7'ea"w
P.0 BOX 99 NAGS HEAD, NC 27959 lxtCAt t11L JI ALA L38 10.88 N72*12'46"E
L4 5.56 11 '28-E SHEET N0. 30 0 15 30 60 120 L40 723 S52'24'01°E
L41 7,03 N8659'12"E L42 7.23 N47'08'51"
j L43 4.61 N41'53'07"E
L44 0.87 N15'19'47' IN FEET L45 12.16 N13'06'58"E
- - - - 1 - - 1 inch = 3d ft. L46 5.74 N00'51'01`W
i I L47 11.68 N01*39'21•W L48 20.53 N18'24'22"W
i CURVE TABLE L49 45.15 587'44'44"W L
CURVE RADIUS DELTA LEN01H CHORD ' CHD.BRO. 50 16.80 N09'48'55'IV L51 38.23 ~v 01 1587,77 6'29'15" 179.78 179.59 'I',;17'49 " N53'10'6-W Q~'i iJi1L' E 1 S
tl°~'ID"" 32 W L52 5.72 N02'38'59E ,

.
E. GLIDDEN ST. me --max
~ v.._n,
a E. CULL sT. ~ - WETLANDS LINE TABLE
G ~ "THIS CERTIFIES iHA7 PHIS CCPY OF THIS PLA7 ACCURATELY DEPICTS LIME LENGTTI BEAFtNG ~ E. GRAY EAGLE 5T THE fjtAINDARY Or' THE FJRISD!CT,U!~ OF THE SEC]lON 404 OF 1HE CLEAN I
ROANOKE 's WATER ACT UNDER THE PRESENT la;v AND REGULA110NS AS DETERMINED L53 62.83 N28'34'47"W ~ e~~~u~nir~~ SOUND SITE ~ B'r THE UNDERSIGNED ON THIS DATE UNLESS T>4ERE IS A CHANGE IN L54 66.93 N24'03'44"W eed ~eoo NQiES; I, W.C. OWEN, P.L,S., CERTIFY THAT THIS PLAT WAS URAwN UNDER 1.-.THIS SURVEY IS SupdECT 10 ANY FACTS THAT l,IAI BE
THE LAW OR OuR PUBLISHED REGULATIONS, THIS DETERMINAl10N OF L55 70.83 N44'S3'34"W eeee ~ CA~Q ooio /ii;~ \ ~ ! Y SECTION 404 2U"nISDtCTIGN MAY BE REGED UPON FOR A PERIOD NOT L5G 5231 N06`20'07"4J ese oeo ~d~i MY SUPERVISION FROM AN ACTUAL. SURVEY UNDER MY SUPEaV15i0N; DISCLOSED Br A FULL AND ACCURATE i1TLE SEARCH -
14, GRA, EACLE ST. TO EY:CEED 5 YEARS FROM THIS DATE " THIS DETERMINA710N P1AS ~ ~ MA~ 1f I THE 1 67 CORPS OF rl LN ERA W AM L57 18.60 N3t'23'5 "E ; a ~F ~ $ ~0 ~ A°e THAT THE RATIO OF PRECISION A5 CALCULATED IS 1:10,000+; THAT 2~ AREA BY COORDINATE COLIPUTATION: ~ - ~ TOTAL AREA = 1275,648 S.F. ff6.3?8 ACREC; ~ j . .y ~ THI3 Pl1~T 15 PREPARED IN ACCORDANCE wITH SECTION ,160D OF UPLAND AREA = 171,225 S, F. `3.931
SITE OE U (ZING 9 E G EE ~ Ell 0 L58 18.95 N70'41'51"W ` ti~ ~ 2 OEUNEA110N MA;v'UAL) a" a L59 49.80 NO6'0T58"W 2 S~L. ~ ACRES) T+iE STATE BOARp OF REGISTRATION RULES "STANDARDS OP PRACTICE", t,'ETLAND AREA = t10a,a23 S F. (~Z397 ACRES) I 3. RECORDED REFERENCES: DB 980, PC 569; DB t7^4, PC 174; Mp 2, PG 203 ~ PC D, 51. 27 1
ti6N 0 L60 28.47 N62'09' 6"E 6h~ ~ \..n.! l61 19. L-3216 w
/ N p NAU: 1 /r ~ 81 S85'00' 4"W ~ J5 4L ~ L62 26.20 N20'45'17"E ~ <9^,~ ,y~~ e" ~ L-3216 VDATEJ~ _
n„! I TITLE C°_Fl~ L63 3.3 °a 'U v'C. a~ y 3 2 N37'16'19"W oo Is~''.'.,,, SUR e` e" ~ eee
\...n.. / ! DATE ~ iJ U Z~~ ~ L64 3118 N31'31' 5"vl oo~o rV a""""" \ ~ev~ ~ \,,,n,,./ r. - _ _ _ J L65 41,63 N5798' 0"E or~~l C, `eeed ~ eee e e „
4 _ ~ Z0~6 ~ L66 19.80 S51 6'23 E ~~?+nn,r4d L67 24.71 15'31'5 "W N/F ? ozwo w
_ ~ LGS 16.83 N75'S8'30"14 VICINITY MAP NTS TANGER .PROPERTIES, LTn z ax ~ x
1 ~ - _ _ L69 17,44 N22'?G'21"W L70 21,28 N41'28'O6"E (DB 1136, PG 463 o z nw.z¢v~'iozo~° ) w o o ,off _ ~
~crNO n. ! , P,O, BOX iD889 ~O a a a~pa~~~x GREEN58DRD, NC 27404 17O ,8 waaoa°'oF¢
' N. 60.06 OF LOT 9 LOT 10 EX. PIPE i' p - Ex. RE9AR vIII, BLK. 19 LOT ~ I~rn Q w'~5~~ 2 I to ~t o ~a ow
Q -CALCULATED POINT _ ~ v~Ili BLK. 12 i - ~l l l~ ~I I I BLK. 12 owe Lew ~ ? ~nxa~az~5~
~ - Ex. cowa MoN _ - - _ _ III I I \ ..n...! i ~ti 11, ~I I I ~ - - ~ ~ ? -CONC. MOH, SET _ _ _ _ z>~o N FIBER OPTIC a ~ aoz3c~i
k~ - EX. P It NAIL 1,15 ~I / • WARNING POST U o v~~~o~~x~ ~ o°uux° o~
- P K NAIL SET ..~.~.r..^,1 N 72'0000" E X706.99' ~ / N 112: ~J01.06 1M1,56' - EX. REE)AR W/ CAP IN CONC. v X65 1-1, ~'j= ~ 45,10' I RESTROOM 344177' O °~ap~p~~~
®-PLATER METER ~ ~ v~ ~ I 2 - - 10.93' I BuitDiHC /m R' pi I -PHONE PEDESTAL ~ 1111! lil - - L~ ~ ~ ~ ' R, P, ~ ~0.3T w ~m ~ " o I ~~~a ~ ~
- ,111 ~..~i - CROUNU UCHT STREET LIGHT ~ - _ = _ ~I ~ J, ~ ~ 0/4~ ' 37.8' / w - 37.8' ~ I i ~ ur ~ ~ , I EC~;~? i S
UTILITY POLE - - 5F i i 8'z~ 20,0' ~ i I ~2~2' -GUY WIRE \,.,n.J ~ \ 1 ~ 260 / i ~,».r;,~ I
- H RANT SI'~v _ = I I r ~ i TIRE Yp - = y ~ I ~s'i h I ~1IA~ .P , ~ \I I, ~ o / ' ~ i m ~ I
-ELECT, TRANS. ~ - _ _ I 6 - GATE VALVE ~ Z ~ ~ ~ ~ SHED n ~ ! ~ ; ~ ~111~ ~ I ~ LOT B ~ ~ a ~ 9 - 110' X 18' SPACES I f57.8'
a - NO PARKING SIGN ~ ~1''_' ~ ~Ft/ L1.1 g,p~ i.3' x 6.3' ~ BLUIDING A a ~3 I ^ / ~ ~ ,o.r d ~z v..n.,J - - LUT 10 &t ~ ~ ~ ~ I SHOe,~R 2 STORY FRAME GIOING "A ~ ~ I ~ BLK. 12 fORr FRAME v ~a I 52' (AS~HALi)
a - P IGN V7 i ~I I I ~ ~ I I I ~ ~ ~ / Q d ~ I ~ DIYELLP~C ON PTO s ~1j - = S. 19.94 OF LOT 9 wE1tANDS 1 = /ti.~ a ~ RIL~NCS ~ SLA9 !ELLPtC ON / 1 I JCS Et SLAB
m ~SI~i AREA = E23,347 S.( ~ '7~~ ~ A ~ ~ ~ -STREET SIGN 1! ~ = tOS36 ACRES I Q.' Ll.l ~ I v. n..J - BLK. 19 - ~ ~ ~ I / I~ N U p~
w w z~. I LOT 9 `i I ASPHALT i ~ a r rn J0.1' 9.6' ~IZA11('~ ~ i 219.8' I ~ a
~i -HANDICAP PARKING .`iIGN ~ V j ~ ~ / Jff.,' 9.0' i, V~IIi ~~II ~ ~`-`~-N ~ a a - CA.LV. ossERV~D wAt>rR LEVEL 9 - _ - ~~li""~ 111, vIII, ~ ~ ~ BLK, 12 w 5.0 W a Qm .p'i ~S I I 'z N iA
-FLAG POLE ( / / ) OECh - - - - - (n M 03 03 06 ~l ~ ~ / O ~ CY 'r I Ism M ~
~ I ~ Ai'd' ~ 4 ~ ~ ~ CJ m I ' ~ 12-~10'X IB'SPACES ~5~ N ~ ND5 W ~ I d
\...n J \ n ~ I i ~ ~ / ~ ~ ~ YOOD WALK/ ~i, %i•%%/,', i ~ /ii~~%~~/i i i i/, ~ ~ UP~/~NDS ~ . ~ i ~ . - ~ i, ~ ~ ~ I AREA 42389 S.E. '~i i ~ ~ i ~ 0,973 ACRES I '.,389 S.F. ~ I w n ~ U9 ACRES ~ I z o ~
i I u v, n.! l Sul, veil, _i I, ,III, - . I wu W • ' ~ ~ ~y, ~ I PARKING UOES NOT f}:
- - - - - - 5 ~ ~ i 'if' ~ ~ ~ l',~ I w ~ MEET 5' SETBACH i o
t2z<.Ga' ~ C61 2a.1s~ so.GO' 170.02' r \n! i ' n ' 2 t7 a I m a 4.71'
! ~ ~ S 72'00'00" W X648.97' n
v.n i l - ~ . ~1 L v11 i I 6 v. n...! = = _ - X111, ,(I I , - - - - _ _ _ 7 ~ ~ . , A , . A
J`~ ~
_ 3~.. ~ ~ , • GRAVEL e ~ A N ~ • a W;.~
~ ~ I ~ - - 1~! '~~II~ ~II1~ r • a , W" GRAY EAGLE ST" ~ il ;~;w I)D r ^ , + ASPHALT ~ ~ ~
_ - ~n d , ~ o ,I I I I a 60' R W ~ o . ( . • ' . „ , „ , o E. GRAY .EAGLE ST. • ~~o ~ ~ = w
~ ~ W ~
n \ - - ~ I l i v~ I l i ~m ° a
~~~ii = _ - - - - - ~8 Q
i _ 1.95' _ - N 72'DOOD" E 1681,18' a a > D4 ~ ~ Z J'~ o ~ 4s ~ ~ v,
~ 4 269.30' 9 - - - 6Q00' i 170.14' 174.59' ~ ~
v..n../ ~ ~ t 60 ~ LgD 2 55 . ~`i ~)II~ ~lll~ r I ~ ~ 22.8'
a' _ _ _ = v...n...! v .n..! a ~ i, ~ rr N V V ~ .'Q. I ~ W m D4 ~ II a 90.1'
.1I(, ~ I 16,0' b 10.4' ~ , D4
I PORCH o_ 21,0' R AN INCA 1p 15.9- ~
Mi o~ _ _ X11 I ~ _ ~ ~ ~ x-' I b
_ ,~i;. LOT 1 ~ w / L.. - _ r ~ c36~ ,ill, BLK. 20 ~ ~ 100' ~ BLUIOiNC'B' ~ rr ~ a a~ I "Y
~ - - VIII, I 2 STORY FRAME ~ b ~ ~ I~~ I ON4LUNG Ori ~ ~ s a a W ~ V O
~ v .n.. i X111, ~l l 1, - _ LOT 9 rl - _ - = a PtUtICS h SLAB a v ~i0 / ~ ~ ~j
~i ~'0 ~ ~ I BL{<. 11 / ~ ASPHALT w ~ r`~~ X14.0' E40 16.0' ~ p0 ~ CO ~ V 1
,~v I I, _I.I I, ) I ,~s ~ I RO,ANOKE _ _ _ _ , I , a , N I Ebt~ a !'~aCONO. ~ I` p ~ ~ I ~ ,44.0' 107' r-x ~ N 1
SOUND i ; _ - - ~ ~ Q,A a.; ,ill, ~ a _ 3' ~ I W ~ ~ h ~
I ' ' ~<~s ~ 5A \ 1 ~ " ~iA ,cC;.ALij N M LOT 1 ~ ~ N
v.n..1 vI Ir vllli ~'~i'_ 4?'2 ~ - I _ ~2A _ W: ~ WETLANDS I ~ V ~ ~ I BLK. 11 ~ ~ ~
Mi ~ ~II1, , - ~,I~ ~ ss9 sF. I ° ~ o
~ 0.015 ACRES ~ ~ 4A i ~ ~ ~ ~ ~ t~? I ~ L + ~ .
.111, 1 ~5 i N SIG1 ay N
~ i ti ~ _ _ ; - ~ _ _ _ ~ I ~ o; -
n ,III, ~ti \ ~ ! \ _ ~ ~3j i ~ ~
\ ® ~ N ~ct~
...8 ,III, LOT 2 ~ , oesERVED wAtER LEVEL L29 V _ - _ - - ~ ~ > ~ I x ~ a
(G3/03,G6) - BLK. 20 ~ Q n..J 13 ; ~ 1 , Ch ~ c a ~
~z ~ a v n! ~ ,III, i W~ I UPLANI ° ~ UPLANDS I a ~ ~ ~ ~
v.-n..! ' = _ ~ 3!~ I Z N i AREA m 128,1 `mow ~I~: "s~~ I O M 2.958 AC ~ A AREA m 126,836 S.F. I ~ 2.958 ACRES 1 1 > ~ ~7 ky
- - ` 0~.. i I \..n ! ) ~ ~ Q ~ N ~ i ~ x
~ n ' ~ tb 0 1n: n ~ o i L T \...n LL 0 $ LOT 2 ~ ~ ~ 0., o
v n J ~ III, v'1 I . ` Z; ~ I ~ I _ = - ~ ~ ~ I BLK. 11 I o ~'bwy ~ m BLK. 11 ~ ~ o
_ tJ4 Q I \n! _ ~ - ~ ~ ~ ~ a
_ _ ,ill, ~ q (u w R, i C ~ z
L18 J ~ i ~ s I ® ~ © 5„ x
I ~ E,, 1 CONCRETE r.,
~ - - _ ~ a FOOTER ~ ~ t~., V I
116,,: I ~ a ~ I ~ v/ o ~
~I I I , _ _ ~1 a I - - 'NEnANOS LOT 3 ~~1W D
~ ANEA = ~~G,4o7 sF BLK. 20 ~ ~ ~ _ VIII, I _ ~I1' ~t 815 ACRES 1~ERHfAOIN ~ O q FOR S?- .___.,.,..__.I-. _ MAnC'ISIGN CONCRETE I ~q Q
- - ~ i FOOTER ~ ~ ~ 3 I p~
!J , ~ ~ 0 3 ' ~ SHORELINE LINE TABLE ~ as „Q o
v ..n...! L13 L12 ~ vI I L ~ I ~ i I I WNE LENGTH .BEARING ~ I ~ GUARO ~ ~ q.R
~Ili_ ,lll, - - ~ I \ z~~ I I RAIL l1 16.52 N13'00'.42"W N ~ V I L2 41.23 S79'28' 8"W ~
c ' I L8 14,82 N33'53'18"
~lll~ I _ , I U L4 21,31 V 1 N05`01'18"E ~ ~I L5 4.96 N45'02'41"W e,. W
I L8 74.29 64'4A'26'E ~ Err I L7 19.69 N51'54'00" "~I
~ \III, _ _ I - - LOT 7 1 L8 34.18 ~ i N48'28'14"E N ~ t,"
,till, ~ ~ I BLK. 11 LOT 3 uo 11,5D N18'S4'S2"E w; ao.sa N5B'2o'17"w
L6 ~ . - - - .111, , BLK, 11 L1) 14,06 S60'40'33"UI '
- - - - I L12 13.56 S65'2TOt'W I L13 12.99 S70'05'5B"W
v. n .J s) ,III, _ _ ,III, LOT 4 ~ I I U d 7:88 N54'S8'33"W X72,0' Lis 21.28 N13'48'30"@
~ (ASPygL L16 9.56 N86'S9'S4"E
i BLK. 20 ,III, J I I, _ = ~ ~ I T) L17 18.30 N?T48'11"E i L18 47.71 N71'10'03"E
/ _ - r' I ~ ,1I~, ~ I \I I l i I I r i LI9 17.65 N21'18'42'E I Lzo 16se NaD'16'2o'~w
I L21 14,so Nss'1a' 1"W FILE NO.; I
_ _ I 29 9,' , - i I <,,,,-~.~..,,y;r 170.09' Lz,,._.._.,,_..,~ ~lli: , ~ I ~ ~ L22 14.6a N73'a~ 23'w 0504212 .^t~ L23 16.30 N51'4T51`W
1 - = 11~ ~III~ I 1i~ \ i _ I - S 72'00'00" W 200, 0' L24 19,62 N58'1T42"W ~
Lzs u.o5 s aro' 3"~ SURVEYED; S 7 • L26 1o~3z s3raa~36"w 03 03, 06 JRM
OBSERVED WATER LEVEL z<<8 8? ~ 31.79' I 31.88' ~ O I W 143.84 r`"""^"~~~ ; L27 1s.37 sv'n'ss^w FIBER OPTIC L2B 2332 S56'S5'25"W .DRAWN:
_ r.;. d (03/o3/or,) F ~ ~ I i S 72'00'00" W 1312,56' I I wARaINC PasT Lzs a.e3 s7B•zz'orw 03/08/Q6 TG
111, ,till, I I LOT 3 ~ Lao s:33 N7a7o'a7"w ~ L31 23~as s89.4,'33•W CHECKED:
X11' ~ _ - ~ I SUGAR CREEK 1111, ,till, I Liz 6.22 N5s•ar22°w 03~08~a6 WCO L33 15.69 N00' 1'43"W
- - - - 1s I (PC E, 5L 217} ~1 I N/F L34 22,94 N38'34'09' 1$SiJED~
L35 25.93 N O'23'48'W / Lab e.a1 sss'15'1 ~w 03~08~06
TOWN OF NAGS HEAD l37 12.58 No3.32'a8"w
(DB 1486, PG 301) CrR,APNTC ~CAi,F L3a 1o.ae N79'19'4R"~
P.0 30X 99 / _ v LL L39 5.56 N26'11'28 E SHEET NO,
NAGS H---AD, NC 27959 30 0 15 30 60 120 L40 7.23 S52124'01 L41 7.03 N86'59'12"E
L42 7.23 N4T08'51" L43 4.61 N41'53'07"E
I L44 8.87 N1519'47'
IN FEET) L45 12.16 N13'06'58"E L46 5.74 N00'51'01 'W
1 inch = 30 ft. L47 11.68 - No1'39'21'W.
L48 20.53 18'24'22"W L49 45.15 S87'44'44"W
CURVE TABLE L50 16.80 N09.48'55'W CURVE RADIUS DELTA LENGTH CHORD CHD.8RG. L51 38.23 N53'10' 46"W OF SHEETS
spa C 587.77 6'29'15` 179.78 179.69 '.N07-4' 2"W L52 5J2 N02'38'59"E '

E. GUDDEN S -I,
1
E, GULL ST.
G
n E. GRAY EAGLE ST
ROANOKE
SOUND SI TE
W. GRAY EAGLE ST.
SITE _
o
JS 0 N o�
\.. n ./ i
i
_.J
VICINITY MAP (NTS)
LEGrND \...n.../
- EX. PIPE /
g - EX, REBAR
0 - CALCULATED POINT
- EX. CONC. MON. \...A-
-
/ ! _ = 0 I I !
❑ - CONC. MON. SET ...
- _
- EX. P/K NAIL
Q - P/K NAIL SET N
- EX. REBAR W/ CAP IN CONC.
® - ',"LATER METER
- PHONE PEDESTAL
GROUND LIGHT/STREET LIGHT
UTILITY POLE
-{ - GUY WIRE \n .
- FIRE HYDRANT \
- ELECT. TRANS
Dd - GATE VALVE \ \, I ! _ \d I /
TL - NO PARKING SIGN-
oi
d - STOP SIGN J
R
O �I!
d- - STREET SIGN
C�S - HANDICAP PARKING SIGN ti
( - C. A. T. V. OBSERVED WATER LEVEL
FLAG POLE (03/03/06) r
a
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT
TO EXCEED 5 YEARS FROM THIS DATE." (THIS DETERMINATION WAS
MADE UTILIZING THE 1987 CORPS OF ENGINEEERS WETLAND
DELINEATION MANUAL.),
NAME Y ' E11 TLE
DATE O 3 v Z o
p Zo�6 Go--F75�1
N. 60.06' OF LOT 9
�l!
BLK- 19 d1,
Al/ _
WETLANDS LINE
TABLE
LINE
LENGTH
_ BEARING
L53
62.83
N26'34'47"W
L54
66.93
N24'03'44"W
L55
70.53
N44'53'34"W
L56
52.31
N06'20'07"W
L57
18,60
N31-23-5 -E
L58
1 18.95
N70'41'51"W
L59
49.80
N06'07'56'W
L60
28.47
N62'09' 6"E
L61
19.81
S85'00' 4"W
L62
26.20
N20'45'17"E
L63
33.32
N3710 9"W
L64
31.18
N31'31'35"W
L65
41.63
N57'18'20"E
L66
19.80
S51 6'23"E
L67
24.71
S15' 1'59"W
LG8
16.83
N75'58'30"W
L69
17,44
N22'20'21"W
L70
21.28
N41 -28'06"E
I
,
CARa� °eie
I, W.C. OWEN, P.L.S., CERTIFY THAT THIS PLAT WAS URAWN UNDER1.
FROM AN ACTUAL SURVEY UNDER MY SUPERVISION;
NOTES
2.
SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
AREA BY
ee
MY SUPERVISION
CALCULATED IS 1,,10,000+; THAT
6 29'15"
COORDINATE COMPUTATION
TOTAL AREA = ±275,648 S.F.
s` (� SS /
0 4 i0 2 :
THAT THE RATIO OF PRECISION AS
WITH SECTION .1600 OF
�Z
(±6.328 ACRE)
UPLAND AREA = 171,225 S.F.(3.931 ACRES)
F�
tiy� 7
THIS PLAT IS PREPARED IN ACCORDANCE
RULES "STANDARDS OF PRACTICE".
N41'53'07"
WETLAND AREA = ±104,423 S.F. (±2.397 ACRES)
•
THE STATE BOARD OF REGISTRATION
3.
RECORDED REFERENCES: OB 980. PG 569; DB 1324, PG 174; MB 2, PG 203 & PC D, SL 27
► SQL
d L-3216�,
i
✓� y/
5.74
N00'51'01 "W
jW00D WALK
0,973 ACRES
I w v
�9
[ts
PARKING DOES NOT
04 o
a •
�m,nt,..�
L-3216 DATE
170.14'
MEET 5' SETBACK
,•,°� rim \ °°,e,
a
J �Z 174.71' d 1 n
174.59'
J
J
n 22. a'
CN
/F
N53'10'46"W
• 4.r
5.72
TANGER PROPERTIES, LTD
ZS
(DB 1136, PG 463)
w
P.O. BOX 10889
o
LOT 10
GREENSBORO, NC 27404 LOT 7
In
vd//
BLK. 12
BLK. 12
90.1'
�I I/
LOT 7
cn
'
FIBER OPTIC
BLK. 11
U
/
WARNING POST
N 72'00'00" E X706.99' 4��, 10.37
±301.08' X65 -
14.56' 45.10' RESTROOM I
I / - 1.11' 10.93' yyyy�
2 1 Bl"LDING /�'
a
o/a.' 37.13'
8.2' ��//7 z6.o' _ / �.n.r/°' 1
/ I
LOT 8
M1 j SHED N // jis O 2' BLK. 12 9- ±10' X 18' SPACES
5 3 X 6.3
L1J ' No
C "A' a
r7c/ 9.7'~ $HO\'cR �Jj'�'''�� } 10.1' 2 STORY ME
LUT 10 & 43 ^0^�� Q FRA
Q �J PDW LLIN sLAB i/ I
SII!SII/ L }" r h N
I N
WETLANDS
_ = S. 19.94 OF LOT 9 AREA = ±23,347 S.F. - - N I <.
BLK. 19 \i1i' 10.536 ACRES �^ LLJ Z � 4 LOT 9 / i i 2198' ASPHALT I 50` Lil
�i
i
\...n.../
i
1.95'
`t4.60'
�►I, v01/
ri
cni \1I1=
ROANOKE
SOUND
L25�v
OBSERVED WATER,. LEVEL. L29 �.
(03/03/06)
G1
\ n / o;
\
\...n ../ L18
rll,
r \111,
�� vill/ vSII/
L13 Lt.2..._-
\..n i o \.
\dl,
\ill!
OBSERVED WATER LEVEL
(03/03/06)
- I i 36,1 9.8'
W i
I
Wg �
c
SII/ ©� BLK. 12 ��'%/
I
6 29'15"
i
- - ,�I1! ,SII/ SII! ,, D�;/,
- - - -
I b
I I I I Sm
�Z
�
-
q
12 - 110' X 18' SPACES z
N41'53'07"
L44
L�0 d i UPLANDS
N 72'00'00" E ±681,18'
L45
12.16
AREA - 42,369 S.F.
L46
5.74
N00'51'01 "W
jW00D WALK
0,973 ACRES
I w v
�9
[ts
PARKING DOES NOT
20.53
1n(( w
170.14'
MEET 5' SETBACK
-
170.02'
a
J �Z 174.71' d 1 n
174.59'
J
J
n 22. a'
±224.08' - 20.16' 60.00'
,..
N53'10'46"W
• 4.r
_ S 72'00'00" W ±648.97'
111 / 3 yiy / GRAVEL` a P J W
0)i F �I I, ° ; d WGRAY EAGLE ST. LOI F
111 -, - d d (60' R/W) • d ASPHALT
Ohl
o \111/ ,., r!
� I
v111 / LID
v11(/
C� B ,Yc ;
167-8'
(ASPHALT)
l
00
Lo
r�
v�
J Q
Of
a
C9
fl -
to
153 3
LTJ --- --
,^
I
Wg �
I DELTA
cot
� Fc
l
6 29'15"
i
N8659'12"
L42
�Z
N47'08'51°
L43
4.61
N41'53'07"
L44
�lI/ �14
N 72'00'00" E ±681,18'
L45
12.16
WETLANDS LOT 3
L46
5.74
N00'51'01 "W
269.30'60.00'
° REP, - 180,407 S.F.
BLK. 20
�9
[ts
- �!I
2,55"
20.53
1
170.14'
i
�+
I J
174.59'
J
J
n 22. a'
M1/
I
N53'10'46"W
�FjO
5.72
\1lI/'
ZS
�
a
\d//
vd//
90.1'
�I I/
LOT 7
LOT 3
'
BLK. 11
16.0'
1 b 10.4'
/
415
A
PORCH d 21:0'
x
1
LOT 4
I
I
I
BLK. 20
/ o
\till!I
I
29.91'
170.09'
I
+1
CID
I! LOT 1
= _
na
L4
S 7751'1S7; -W,
43.84' �° '
±248.89'
10 0'�
BLUIDING 'B'
2 STORY FRAME tT3
n
n
BLK. 20
G18 d m
LOT 3
/
/
1
rn
I
I
SUGAR CREEK
; DWELLING ON N'
PNNGS & SLAB a
1 l !
W
u -
Q
(PC E, SL 277)
\1l1!I
�16
LOT
9
- -
,910
BLK.
11
X14,0
64,0' 16.0
/
,'
ASPHALT
-0110.7
A
I
i
0 \<�
q
LOT 1
I
5 A 6'
BLK. 11
-.
- _
W01-ANDS&2A
;
MI/
669 S.F.
t
0.015 ACRES
4A
SIGN
3A
I
\SII/
I
JI/
LOT 2
SII/
_ =
BLK. 20
Q
3
a
1
W
UPLANDS
AREA - 128,836 S.F.
dt,
2.958 ACRES
m
LOT
8
LOT 2
BLK. 11
`lI/
,SII
z
I
BLK.
11
<
I
�
I
167-8'
(ASPHALT)
l
00
Lo
r�
v�
J Q
Of
a
C9
fl -
to
153 3
LTJ --- --
,^
TOWN OF NAGS HEAD
(DB 1486, PG 301)
P.O BOX 99
NAGS HEAD, NC 27959
I
I
I
I
I
I
I
1
I
I
I
i
GRArr11k. K--)k-,ALS
n 15 30 60
E. GRAY EAGLE ST.
(50' R/W)
V)
v
m
( IN FEET )
1 inch = 30 ft.
120
CURVE
I
Wg �
I DELTA
cot
� Fc
l
6 29'15"
i
N8659'12"
L42
7.23
N47'08'51°
L43
4.61
N41'53'07"
L44
�lI/ �14
O
L45
12.16
WETLANDS LOT 3
L46
5.74
N00'51'01 "W
I
° REP, - 180,407 S.F.
BLK. 20
I
L48
20.53
1
_-
x-1.845 ACRES
i
S87'44'44"W
L50
'
\,l I!
I
I
N53'10'46"W
L52
5.72
\1lI/'
I
vd//
LOT 7
LOT 3
'
BLK. 11
BLK. 11
At/
415
I
1
LOT 4
I
I
I
BLK. 20
I
29.91'
170.09'
CID
S 72'00'00" W 200.00 -
na
S 7751'1S7; -W,
43.84' �° '
±248.89'
31.79'
31.88' O O
FIBER OPTIC
/ WARNING POST
S 72'00'0o"W ±312.56'
G18 d m
LOT 3
/
/
\dl, I I ,
I
I
SUGAR CREEK
/
1 l !
\1 l i
(PC E, SL 277)
�16
N/F
TOWN OF NAGS HEAD
(DB 1486, PG 301)
P.O BOX 99
NAGS HEAD, NC 27959
I
I
I
I
I
I
I
1
I
I
I
i
GRArr11k. K--)k-,ALS
n 15 30 60
E. GRAY EAGLE ST.
(50' R/W)
V)
v
m
( IN FEET )
1 inch = 30 ft.
120
CURVE
TABLE
CURVE I RADIUS
I DELTA
I LENGTH I CHORD CHD.BRG.
Cl 11587:77
6 29'15"
179.78 179.69 1 N07'4 ' 2"W
c
V)
d
L39
5.56
_ I� I I IV
N26'11128'E
L40
7.23
S52'24'01"
L41
7:03
N8659'12"
L42
7.23
N47'08'51°
L43
4.61
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FILE NO.:
0504212
SURVEYED: 1
03/03./06 JRM
DRAWN:
03/08/06 TG
CHECKED:
03/08/06 WC0
ISSUED: Af
03/08/06
SHEET N0.
OF 1 SHEETS
r

NOTES:
1. OWNER/APPLICANT: NORTH AVON CONDO GROUP, LLC. 11. BOUNDARY AND TOPOG RAPHIC INFORMATION SHOWN ON THIS PLAN IS BASED ON A SURVEY BY P,O. BOX 113 SEABOARD SURVEYING & PLANNING. g,o
SOUTH HILL, VA 23970 12. SITE ZONING: (C2} COMMERCIAL (SEE CONDITIONAL USES 9t SEC. 48-407 (C)(10)) F
2. ENgNEER: QUIBLE & ASSOCIATES, P.C. P.O. DRAWER 87O 13. PROPOSED: NEW DEVELOPMENT - 45 CONDOMINIUM UNITS 5 • O Z Z N
KITTY HAWH, NC 27949 TEL: (25?)261-3300 14. PARKING CALCULARONS: ~ ~ I 0 ~ N
FAX: (252)?fit-1260 EMAILJJd~qulble.com MULTIFAMILY RESIDENTIAL: ~ ~ ~ ^
REQUIR€D: 2.5 SPACE/UNIT X 45 UNITS = 113 SPACES 3. LICENSED SOIL SCIENTIST: TOTAL REQUIRED: 113 SPACES d~` J d ~ N it (n N C
SOIL & ENVIRONMENTAL CONSULTANTS, INC. TOTAL PRONDED:114 SPACES 11010 RAVEN RIDGE ROAD ADA SPACES REQUIRED: 5 SPACES 158 ~ ? U'* vc
RALEIGH, NORTH CAROLINA 27614 ADA SPACES PROVIDED: 5 SPACES 0'~ ~ ~ ~ Zrn x= r F- w ~ 'tt 12 ~ J U o
TEL:[phone] FAX:(919}846-9467 15. LOT COVERAGE: ~ t~ ~ W
EMAIL•dwellsQlsandec.com PROPOSED COVERAGE: 23. PRIOR TO LANG DISTURBANCE, A TOWN APPROVED SOIL EROSION AND SEDIMENTATION CONTR BUILDING kDECKS = 23,748.76 SQ.FT. PLAN IS REQUIRED. DL Z U a O o o
4. PROPERTY ADDRESS: 7200 SOUTH CROATAN HIGHWAY PARKING AND DRIVES - J1,577.12 SOFT. NAGS MEAD, NC 27959 POOL AND CONC. DECK 1,104.10 SQ.FT. 24. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE N1TH AlL APPl10ABLE NFPA REGULATIONS ~ ~ ~1 ~ U M SITE C~
PERMEABLE WAU( 1,274.08 Sq.FT. PERTAINING TO FIRE PROTECTION INCLUDING BUT NOT LIMITED TO NFPA 30 AS WELL AS 5. SUBOMSION: WHALEBONE BEACHES REVISED OUMPSTER PADS 400.00 SOFT. VOLUME V OF THE NC STATE BUILDNG CODE. ~ ~Q c ~ ~ ~ ~o 0 0 S N ~ • rI r/j ~ W N
LOTS 2,3,7,8 OF BLK. 11 COBS! FSTONE WALxS = 1 4 a~ to cT SHEET I 25. AIL 9lHLDING StGNAGE S LOTS 1-4 OF BLK. 20 & PART OF NRFSTONE AVE. TOTAL COVERAGE = 59,489.QS SQ,FT. (46.17X). HALL BE IN ACCORDANCE MATH ARTICLE Vlli ~ ~ w IEET I ~ ~ N NDE~
LOTS 1 do 9 OF BLK, 11 TOTAL IMPERNOUS COVERAGE m 58,214.95 SQ.FT. (EXCLUDES PERMEABLE WALK) SECTIQN 48-56 OF THE TOWN Of NAGS HEAD OODE OF ORDINANCES. " w~ v w0
6. PROPOSED DEVELOPMENT: THREE STORY 45 CONDOMINIUM UNITS WOOD FRAME ON STEEL BEAM PERCENT COVER - 26. THIS PLAN SHALL COMPLY WITH VOLUME 1C QF TH lli.i8.,i 1 AGE - 58,214.95 SO.FT./128,835.80 SOFT. X 100 = 45.1916 E NC BUILDING CODE. AND COLUMN FOUNDARON WITH PARKING BELOW AND GROUND LEVEL ENTRY, PROPOSED USE IS MAXIMUM ALLOWED COVERAGE (55.00 = 70,859.69 SOFT. 27. THE PROPO HEFT - s~ - - m 1 IT EP LA N y F ~ Z o
A CONDITIONAL USE IN C2 ZONE. SED BUILDING SHALL COMPLY WITH CHAPTER 10 OF THE TOWN OF NAGS HEAD CODE ~j o° t~ w W r
16. SETBACKS: REQUIRED PROVIDED OF ORDINANCES. SHEET 23 - 2 BEDROOM CONDOMINIUMS FRONT 86.5' 207.5' 28. BUILDNG C 22 - 3 BEDROOM CONDOMINIUMS ONSTRUCRON TO CONFORM TO 2002 FIRE PREVENRON CODE. SHEET 2 - W' 4 r a G & DR ~.m. GRADIN ~ AINA V E o r y ~
SLOE (SOUTH): 66.5' 66.5' OR LATEST EDITION, 7. PIN NUMBER: LOT 2,3,7,8, BLK 11 & LOTS 1-4 BLK SIDE (NORTH : 66.5' SH
20 ) 66.87' Lt,1.i T PINS; 08G0-15-63-4163 REAR 66.5' 196.74' 29. A RECOMBINA?ION PLAT IS REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT, LOT 1 & 9, BLK 11 SH y EE T 3 UT ILIT Y PL AN ,E, s4 ~ , ,
PINS: 0800-15-53-4212 IN ACCORDANCE WITH 1.75 TIMES THE TOP PLATE HEIGHT 36.5' 30. ALL EXISRNG IMPROVEMENTS TO BE REMOVED UN HE LE ET ( ) SS OTHERWISE NOTED. HE - 264 ap P , ET , Q' 12 ~ , , LI ~3 , TI N , +G P LAN ,
B. RECORDED REFERENCE: DB 980, PG 569; DB 1324, PG 174; 17. BUFFERYARDS: REWIRED PROVIDED 31. EXISRNG VEGETARON TO BE PRESERVED WHERE POSSIBLE.
MB 2, PG 203 & PC. D, SL 27 NORTH 10' TYPE "A' 10' TYPE "A" E ET SOUTH 10' TYPE "A' 10' TYPE "A" 32. ARMY CORPS OF ENgNEER "404" JURISDIC110Np1 WETLANDS ARE LOCATED ON THE SITE. E ~ ET E ~ . I N E DI M N T NTR M1 L PL AN
9. PROPERTY IS LOCATED IN F.LR,M. ZONES AE (EL9') & AE (EL. 10') EAST 10' TYPE "A' 10' TYPE "A" 33. A (ZONES SUBJECT TO CHANGE BY F.E.M.A.j WEST N/A N/A DRIVEWAY ACCESS PERMIT SHALL BE OBTAINED FROM NCDOT PRIOR TO ISSUANCE OF SH U :N
ET BUILDING PERMIT. CURRENT FIRM ZONES PER FIRM MAP 375358-0011-D (12/20/06) NGVD 29 18. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE 34. AHIGH-DENSITY STORMWATER MANAGEMENT SHE - ~ ~ - ET LAN D A N PIN G PL AN ~
PROPOSED FIRM ZONES PER FIRM MAP 375356-OB00-J (9/20/06) NAVD 88 (AS SHOWN} COVENANTS THAT MAY EXISTS. PERMIT SHALL BE QBTAINEO FROM NCDENR SHEET DIMSION OF WATER QUALITY PRIOR TO ISSUANCE OF A BUILDING PERMIT. ~ Q SHEET - . ~ ~ ~ 7 IT
10. PARCEL AREA: LOT 1 & 9, BLK 11 = (34,447.03 SQ,FT. (422.81 SQ.FT. 404 WETLANDS) 19. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTIaJ OF 45 CONDOMINIUM UNITS WITH 35. A CAMA PERMIT FROM THE DIVfSION OF COASTAL MANAGEMENT SHA LOT 2,3,7,8, BLK. 11 & LOTS 1-4, BLK. 20 & PART OF ?tIRFSTONE AVE. = ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS. ISSUANCE OF A BUILDING PERMIT. LL BE OBTAINED PRIOR TD Cu~y ~j S E o PLAN DE TAIL , S o ~II~ ~ ~ MAP AGS DEAD ,
IJ1 l,f.,ILT 1175,464.92 SQ,FT. (80,407.38 SOFT. COASTAL MARSH + 245.96 SQ.FT. (N , SHEE - .uimu T GR N.T.S. ADI NG DR AI N A GE DE
404 WETLANDS) 2D, ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERNASE NOTED. 36. SOLID WASTE BULK CONTAINERS SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 30 OF NAGS HEAD CODE, NUMBER AND SIZE OF CONTAINERS SHALL BE IN ACCORDANCE WITH SECTION SHE TAI L
TOTAL PROJECT PARCEL AREA = 1209,911.95 SQ.FT. 21. ALL URURES SERVING THIS SITE 1WLL BE PLACED UNDERGROUND. ET 30-7(C)(4), TOTAL UPLAND AREA = 1128,835.80 SQ.FT. (EXCLUDES 686.77 SOFT. FLLED 22, SITE VWLL BE LIGHTED IN ACCORDANCE N1TH ARTICLE IX 'OUTDOOR 11GH11NG' AND SECTI SHE - ET WAT ERLI NE DE TA oq
404 WETLAND POCKET) 48-443(F)(11} OF THE TONN OF NAGS HEAD CODE OF ORDINANCES. ~ 37. SITE LANDSCAPING REQUIRED: 129,5D4.57 SQ.FT.(INCLUDES 668.77 SF FILLED WERAND POCKET JwN~- UW
) SHEET X 15X = 19,425.69 SQ.FT. (SITE LANDSCAPING PROVIDED: 19,865.93 SQ.FT} FRONT & SIDE YARD LANDSCAPING REQUIRED: 19,425,69 SQ.FT. X 5DZ = 9,712.84 SQ.FT. SHEET e . a 1 T HR 1 U a. 6 WA o . STE a WATER _ o DETAI d LS gN aa~aNa~ Z
FRONT k SIDE LANDSCAPING PROVDED: 19,665.93 SQ.FT. (figg ~~o ~ WN~~U". tll~J"
5. 19, q4' OF LOT q ~ ~ ! NoRrN AuoN coNOO ~~eoup %1///~ ---~~'l ~ Z _ ~ ~ i ~ ~ wawN~~o}ate - - - ~ . - . _ ~ I ~ ~ ~ ~o~~~-~
~ . ~ ,i ~OT 9 I BLK, lq ~ ~ 1 BORMERL Y ~ ~ i 1-L-.__~ / ~ I W~woa~~~
~~li, [ ~ i ~I _ t ~ TIJR>c5T _ _ _ _ _ / v ~ ~ 0 55 / ~ ~ m wt-F
ONE A~/E. _ _ . _ I " ' I---I a (60' WbV WITNDRAhtN ; ~ - ~ _ -7-----'V ~ ~ a ~m~o3m~~'
D81324, PG 167/ ` ;I ~ ~ ~ . „ i - - - - - I ~'tr~~ OOH ~ ~ a ~ \ I
I
~ - I ~ I, ~ - ~ ~ SUGAR CREEK NORTH RoPO~D 24° cuRe
- k 5~ - o, i p. - ~ _ (NOT A PART OF THIS PLAN SET & curlER (sEE ~ _ ~ DETAIL THIS SHEET)
- - - - 'L+ Lit Z - _ ~ ~ - -
O ~ ~ O ~ Py I S \ RAQ, gd
Nq N~ Q ~ I W. GRAY EAGLE ~ ~ _ , o i' EAGLES ~ _
~ ,~Ii, a o h ~
~ . Q ~ 2 ~ / (60' RUBLIG RAW) PUBLIC R/W) N ,p ~ z
I ~ r. : ~ ICI 8-~-D I R~o• _ ~ tD.o' i _ ~ O ` z
la__-_a' Soa c ~ g ~ B. GRAY BAGLE ST. rr
~ ~ / b b Q ~ ~o n ~ , o ST R ~ PLANS FOR GRAY EAGtE ST. _ (sD R/w) ~
Z W ~ u ~Il ~i ~ a ~ , R~ 1~1 R ~ / HANDICAP 2 4 5 $ 7 8 ,p• R,~ N IMPROVMENTS TO BE SUBMITTED aPOSEO 24' cuRS Q UNDER SEPARATE COVER. ~ cuTrER (SEE. - ~ - • • - -
- J W ~ ~B SIGNS - ~ lJ 9 tQ 11 12 13 ST DETAILTHIS SHOWN FOR ILLUSTRATIVE SHEET) ~ o
w a w ~ - ~ 2z.a' ~ , . ~ N 12'00'00 E 1681.18' v~ J 9 r-~ ~zz.a' _ PURPOSED ONLY
tx ~ ~ w _ _ D.
v ~ _ . a _ - - _ _ • - _ N A f I w
'h ~ 'S ~ - = - ---------TICN ~ -1' ~ f & ~ - - - ~ I , ~ f
~L38~ o ~ _ 45 ~ - I~ ~ ~ _ " _ 2'~. A HANG - - 45 t ~ ~ 1 ~ ~ . I • b y\ -ills h~ii f ' - I c0
~ - _ 2`D1cRFIANG- ~ , ~I i ~ - - Y- - ~ 1 ~ ~ 46 T } O WW
_ ~ ~ LOT ' ~ ~ ~ R~ , , n~ ~ ~ N Q 6 - - _ ~ r'0' I ~ .Q o ~
X36 I 3 ! ~ 8 10 r4 42 t3 1a ~ ~ ~ ~.p BLK < ~ 1 ~ ~a47 Qp ~ L E~ i _ I 4x47 A ~ i ,,..'r r r;n ~ ,
' _ ,ilk, ~ ~ _ r . ~ ` 10.6' ,~i? ' ilk'
a LINE AS SCALED FROM i 10 ~ I I I ho ~ r ~ .w. ~ PRELIMINARY FIR~1 ZONE MAP - ~ 4 HEAD ZONJNf ORDINAVCt ~ Lor 1 , .
a _ 37536 0800 J ~ _ ~ ~ ~ 49 BLK. 11
11 w N - - ~ ' NO PARKING r_ 49 ~ ~ D PARKING ~ Q
- ~ E ~ • ~ ~iR ~ a: - SR-
~~II, ~ ~ - - ~ - ~ ~ I ~ U ~ ~y,r, . ~ iq ~
~ II ~ I I } ~ ry Q 51 -.~'~~r w ~ I i
_ 4' WDE ~ ~ - ~ , - - - --_2117.5_.------ ?F u> ~ ~j ~tJ h ! I Q3
ELEVATED ~ ~ ~ ~ \ - WOOD I ~ = ~ ~ - ~ ~ I \ ~ ~(p C2S WALKWAY Z I O i ~ ~ - - - - - - - UPLANDS `s! ~~kt~ns' • AREA' -1268365` - - - - - - - - - tf' ~j~~2~ ~ I W Cj
ro k, ~
~A' ~ ~ ~ ~ \ ~5' i b3 •1 ~ ' d ~ •~rL BUILDING INFORMATION ~ i : ~ - - o------ 1~, v~,1j~f. I ~ Q ~ y
31 ~ oeT>UNED IN ErFCTRawc ~ ~ j - M>} p _ ( ~ FORMAT FROM CAHOON ~ ~ i / ~ WETLANDS I ffi~ - _ I~~ m ~ _ -----r ~ w I .4 _ _
3p X28 ~ I, ~ KASTEN ARCHITECTS. I ~ ~ ~"-:3 ~ „ „ ~ „ ~ -6~9 5f. - '~r L29 ~ rl I ~ LOT 2 FlLE NAB: f I t ~ , ~o:D1~5 ~~ES I ~ S5 r r EXiST1N ~d Q G ASPHALT PAVEMENT
- Sugarcreek-SouthSite- ~ ~ ~ ~ I ~ ~ ~ ~ ~ 0~ ~ 1 I BLK 20 GroundFloorPlon. ~ eoRiNC ~1 , - ~ I \ LDT 8 . . - - - -AREA-=..204,917-S.F (4.814AGRE5)- - - - - - - - - - nC~ ~f`I _
_ ~-r ~ ~ wE~ANDS wg 13 ;-~1 " ~ ~ ~ ~ ~ LK: I~1 / I r L - - - - - - 4~~~''~~ I
AREA = t8ti,4O7 S.F. A A ~~I" "i, ~ ~ ~ c.; r~ ~ v ~n,~~ t 1.845 ACRES w € - - - _ '~r4~",,~ ~ \ PROPOSED ASPHALT PAVEMENT M
- ~ r \ ~ I I ~ ~ f, -a. , , \ , _ _ • } r , _ N Lr A vAN ~ _
A ~ ~ - ~ 56 `~o. Q ~ \ ~ ~ ~ m r, ~ BORING ~!2 ~ ~ AccESSreLE ' PROPOSED COBBLESTON ~ SIGN (TYP. ' t ~ ; ~ ~ E WALKWAYS Y . ~ _ _ _ _
O \ i~ 0 "1 ~ ,r r - ~ ~ V _ - - I ~ t~: a EACH SPACE) 1 I ~ „J
LINE TABLE \ ~ ~ ~ - ~ ° m PROPOSED LOT 2 ~ ~ 3- - _ PROPOSED CONCRETE COBBLESTONE ~ I ,~^O ~ Z
E, I ~ i ~ f , 1111E BE _I_ Alt k1G i Q ~ 4 l i, L, 16.52 ~ ~ r k ~ _ necr~ A _ _ ~ \ _ J DA , ~1 ~ NfALKWAY BLK. II .~4 ~ ~ a vnN ~ ) ~ a / ~ IRON PIPE ~ U
lZ 41.23 \ - - ~ I ACCa;S51B€E O L18 a ~ D5 F3 ~ -r ' R " r j y ~ 56 . W 14. N33' ~ \ I ~ ~ ~ ~ J SIGN (T?P. I. ~S51BtE
EACH SPACE , DACE (5) 8'x1D' SCREFIIED f'~ J' I ~ m ¦ EX. CONC. MON. tr DUMPSTER PADS ~'~3~ • a i ~ Q
- I ~s ~.n a 1~ . ~ ~ ~ II ~ ~'R'C?ED I~ kU I'f~ , , ~ ' ~ ,1 1, Sro' \ ~ .rf a CONDO 1NI_ ~ D L] - I ~ Q LB 14.21 \ , j i ~ Q D f CONCRETE ~ I 0 EX. IRON ROD ~ PAR#IN
_ ~ R ~ ~ ~ ~ - P (lj L16 a 11.A1 N 's+ ,p ~ n:~ - g / Nfi AR#{N L6 34.ti t • ~ ~ ~ ~ F'IRE' LANE - - Q - _ FOOTER ?E'LANE ~ I
I _ ~ 6 Ei' 7 7 , I~ I, ; l9 11.50 46 - 14 ~ ~ , ~ _ - (.L ~h. Lt0 70.10 r` ~ 7 9 ~ ~ , ~ D ~ W L o r 3 U, 14.06 ~ ~ - I J ® EX. PK NAIL
22:0' v J I ~ ~ ~ 7 87 85 22:0' _ _ 1 - ~S r - - ~ ~ , D ~ EX. LIGWT POLE
BLK. 20 U2- , ~ ~ d ~ i_ ~..~v, ~.I~~i; L13 12.61 0 "W n.'~~.~~ _ 61 - 1'ERHE ~ ADINFpRMAT10NSl ----1 s I - GN
,,1lli Lt6 ~ )~~-~i~: j 7 7 _ ' EX. UTILITY P
I L13 L12 - ue 1,36 ~ I - - .Q - t1 L - ( OLE ~ I _ I 1
U u6 ~'=,j~Ii ~ 66 64 ~~0 LI9 17.65 ~ " - _ ~ ~ ~u/,/; i 7 ' 83 ~ - ~y 't6' I / _ - 62 ' >c - - - - / ~ EX. TEL PEDESTAL - I CONCRETE ~ GUARD
L2u 16. ~ II (L' L21 14.30 ' 1' tl I i _ - - r - RAIL I ~ FOOTER L~1 © EX. CABLE PEDESTAL ~ Z
- I~ L22 14.64 C I ~ - ''~S,~, d - I _ I to R..~,,, I _ - 2-a EX. FLAG POLE
L24 1862 7 '4 + _r. p - r ~S Q L25 it.01 '"W ~ + ; ' I ce Ry9 J~ VERKANG I __I 0 ~ F- i _ i CV
L~, L26 t0. ' 4' ~ i ~ ~ ~ PROPO~D 1-- ~ _ ~ T.._ _.T _ _ PROPbs_EA I L17 1 114 lr f EX. WATER METER ¢
s u~ ~ " g o.o' ~ ~ sY o?r~ 'E ~ ~ L T ~ w°nu~wA'~ Y ~ ~ I , i ~ ~ ASTONS 3 112 111=" 1111::' 1 I I r LW
~ - _ l19 17 kt-. a ~ i ~ ~ 6' WIDE o 5' WTDE ' ' ( L L ( L6 ~ t i Lit 2113 •a~', 'W p O n )E) ~ G t o ~ ~ ~ e~ , _ f I ; EX. FIRE HYDRANT ~
L32 16. N ~ N 00 , ~ R _
~ ~ ~ ~ i , l33 1516 I ~ 4 : Ip ~ ~ y o ~ 3 L3a W O ~ I 0 8~ 85 88 .~87 ~ 89 90 91 92 X93 94 ~ LOS" 3 tom- I lo;a ; `~J~ E WATER VALVE O z , BLK. !I R$o• / \ I^ ` ~ 1 PROPOSED
l35 ~ O I a w ~ W 9b 96 97 V ~ LoT 4 L38 60.,41 • > , i • ~ ' 82 83 w ~ ~ ~ _ _ I CURB AND GUTTER
l37 1236 ry Q I a v >T9 BLK. 20 .z =Z ~ _ L38 1 7 `1 ~ ~ I PROPOSED 2' OVERHANG - - - - - - - - - - - - - - - 1<1 1Dt es ta. i ~ ~ • alts.) IL-` 1 ,
L~£ 531 1 ^ 10'X26' ~ ~ 2 OVERHANG _ L44 7.13 n ~ ~ lat toe ~ o p p` 1 r.rl ' C PROPOSED D.I. COtitrllSSiON K0. TD3 ~ _ P064] ]
V n ' 4' O pt I LOADING BAY r 2 / w 0 Lot 7.03 t~ l l ~ TURNAR - - a VERHA~.~ ~ _ N NG D~RH tOS lO6 ta7 p ~ _ ANC ~ - lOe I PROPOSED STORM PIPE DESIf~ED BY
' ~~2 Q "r ~ ~ ~ E.At~bDSCAPE' BUf F~RYA#30 A - - - - - _ 3 4.et l2 ~ rl l l , L44 ae7 ~ ~ w Z ~ I ~ _ ~ JJ I A ~ti, 1 1
' _ _ , I . Las 1211 ` 'E < ' ; g ~ _ I I ;`:j t 9,!t~RHn PROPOSED R1P-RAP tR2AWN BY NG - - I
~ ~ I n r L46 s.n ~ W ' .vl ~ N~ S 72'00'00" W 200.00' . , I - -PROPOSED SWALE ,a<
till W d ~ Q 00 OB~RVID hlA 7ER LEVEL ~ ~ u ~ ~t k+~ : q d CNEC~ED BY _ ~
(P3/03k15) _ 4 ~ W 143,8 ' PROPOSED FIRE HYDRANT J~A MINIMUM HEIGHT OF ~ ~ ISSUE DATE
S 72'00'00" W 1312,56' m I~, I LOT 3 BUFFER PLANTINGS Q WETLAND FLAG LOCATION H~3O/O6 ALONG PARKING TO
SURVEY IN FQRMATION BY• , I , ~ .AGAR GREEK ~ 3' AS MEASURED NOTE.
FR~d ADJACENT C+iTTTT.~m ~Tn
I ; , cuRV~ Taer I, s (PC Est 27~) PARKING LOT TOP I THE DATA GIVEN ON THESE PLANS IS BELIEVED ~ n L l IN U.
Seaboard Surveying & planning, IM „15 AGRAPHIC SCALI 11 0 i GIUM CHD.BRG. WF 1IC SCALE of CURB TO BE ACCURATE, BUT THE ACCURACY IS NOT BEFORE YOU DIG I GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
103 WEST WOODHILL DRIVE P.O. C Boras Box 58 TOWN DE NA65 HEAD 30 o 15 30 15 30 60 FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, CALL TOLL FREE
NAGS HEAD, N.C. 27959 252-480-9998 (DB 14,96, PG 301) AND DIMENSIONS OF THE EXISTING UTILITIES
P0. BOX q4 HA65 FAD, Ae 271154 PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER 1-800-632-4949
DRAWING FILE: P0601 I -SOUTHBASE.dwg IN FEET PLOT INFO: DATE: 8/25/2006 11:30 AY SCALE: 0,386863 N FEET) NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NORTH CAROLINA
1 inch = 30 ft. 30 ft. NOTICE TO PROCEED. ONE CALL i =
OF 7 SHEETS
48