20080159 Ver 1_CAMA Permit Application_20080117

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
January 16, 2008
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
CAMA Permit Application Review
~c~~ad~ 9
JAN 1 7 2008
~?~ ~ ~~watER BRP~
Village Realty Real Estate Management Facility
223 Satterfield Landing Rd (Lot 4A-Charles Sineath), Nags Head, Dare Co.
Modify existing commercial building, expand septic system and parking
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/06/08 to 400 Comm~rce Avenue, Morehead City, NC 2857. If you have any
questions regarding the proposed project, please contact Holley Snider at [phone], ext.
232. When appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Village Realty Real Estate Management Facility
2. LOCATION OF PROJECT SITE: At 223 Satterfield Landing Road (Lot 4A- Charles I.
Sineath Subdivision) off US 158 in the Town of Nags Head, Dare County, North Carolina
Photo Index - 2006: 185-7217 U,V; 16,17 2000: 185-2087 U,V;17 1995: 185-1931
L, M; 15,16 1989: 1-42-33 I,J; 7,8 1984: 138-451 K,L; 15,16
State Plane Coordinates - X: 2,991,019 Y: 831,336 GPS Rover File # 6010313A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3 January 2008
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - 9 January 2008
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Dare County
Land Classification From LUP -Developed, Conservation
(B) AEC(s) Involved: Small Surface Water Supply Watersheds
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - On site septic with drain field
Planned - On site septic expansion with drain field
(F) Type of Structures: Existing -Commercial building and parking lot
Planned -Commercial building with parking lot
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Septic Improvements-3,500
C Other
( ) sq.ft.
Highground Disturbance
Concrete/Asphalt- 1,185
sq.ft.
Turfstone- 3,500 sq.ft.
Associated Disturbance-
11,644 sq.ft.
(D) Total Area Disturbed: 0.40 acres (17,429 sq. ft.)
(E) Primary Nursery Area: N/A
(F) Water Classification: N/A Open: N/A
8. PROJECT SUMMARY: The applicant proposes to reduce the size of an existing
commercial building, expand the septic system and expand parking area within 1200' of
the Small Surface Water Supply Watershed between Nags Head and Kill Devil Hills, Dare
County.

Village Realty Real Estate Management Facility
Field Investigation Report
Page 2
Project Setting
The project site is located at 223 West Satterfield Landing Road (Lot 4A of the Charles L.
Sineath Subdivision) off US 158 in the Town of Nags Head just south of the town limits of Kill
Devil Hills. The project site has an area of 54,317 square feet, of which 52,707 square feet is
within the 1200' Public Water Supply Area of Environmental Concern (AEC). Existing structures
on site include a 16,836 sq. ft. commercial building, 14,611 square feet of concrete and pervious
paver parking area with 12 spaces, and an on site septic system. Existing on the east and west
sides of the project site are infiltration basins.
Vegetation on the site consists mainly of landscape grasses and a few small pine trees. The site
is bordered to the north and the east by vacant lots that are currently undeveloped. The lot to the
south of the property has a metal commercial building with concrete. The property is bordered
on the western side by an asphalt road and vacant lot adjacent to aself-storage facility. The
property is approximately 12 feet above sea level.
Development Proposal
The applicant proposes to renovate the existing 16,836 square feet commercial building and
reduce the square footage by 2,024 square feet. The applicant also proposes to construct an
asphalt drive entryway to Turfstone parking areas along the east end of the property where the
building will be reduced. The applicant also proposes the construction of an infiltration trench
underneath the proposed additional 10 parking spaces. The applicant proposes a total of
10,450 square feet of pavered area on this site. This will increase the total amount of
permeable surface on site by 2,420 square feet. The applicant proposes a total of 8,808
square feet of concrete and asphalt entryways on this site. This will result in an increase of
impermeable area on site by 203 square feet. The applicant proposes to expand the existing on
site septic system from 300 gallons to 475 gallons to accommodate additional office spaces
and employees. Septic improvements will be limited to one single septic tank serving a single
family residence not to exceed four bedrooms or its equivalent volume of sewage (480 gallons),
on a lot or tract not less than 40,000 square feet. This expansion will require the installation of
two wastewater trenches. The existing septic system and proposed improvements are located
approximately 850' from the fresh pond.
Stormwater is treated onsite in an approved and permitted infiltration basin. A modification to the
existing Stormwater Permit (SW7000713) is being pursued forthe installation of an infiltration trench
underneath the proposed Turfstone. A permit for the expansion of the existing septic system has
been requested from the Dare County Health Department.
Anticipated Impacts
The project as proposed will result in the disturbance of approximately 17,429 square feet of uplands
as a result of this project.
The total amount of disturbance for the project site is 0.40 acres (17,429 square feet) which is less
than half of the site. Approximately 3,500 square feet of disturbance will be associated with the
installation of the Turfstone. The additional asphalt and concrete will result in the disturbance of
1,185 square feet of area. The proposed septic improvements will result in area of disturbance of
1,100 square feet. Approximately 11,644 square feet of additional disturbance will be associated
with the proposed renovations and construction.

The total impervious coverage for the site is currently 23,417 square feet (43%) of the lot coverage.
A total of 23,620 square feet (45%) of impervious surface is proposed. The total pervious coverage
for the site is 8,030 square feet (15%). As proposed 10,450 square feet (19%) of pervious surface is
proposed within 1200' of the fresh pond. All new development is located within the 1200' fresh pond
AEC.
Holley A. Snider- 10 January 2008

DCM MP-1 0~- 0 1 5 9
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APPLICATION for ~ ~~~~~~~~~~
Ma'or Development Permit . ~~~ ~c ~~~h, __
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(last revised 12127/06)
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North Carolina DIVISION OF COASTAL MANAGEMENT
7.' Primary,Applicanblandowner Information
Business Name Project Name (if applicable)
Village Realty Village Realty Real Estate Management Facility
Applicant 1: First Name MI Last Name
Dorothy H Fuller
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1807 Nags Head NC
ZIP Country Phone No. FAX No.
27959 USA 800 - 548 - 9688 ext. - -
Street Address (if different from above) City State ZIP
223 Satterfield Landing Road Nags Head NC 27959-
Email
villagerealtyobx.com
2.' Agent/Contractor Information -
Business Name
Quible & Associates, P.C.
AgenU Contractor 1: First Name MI Last Name
Warren D. Eadus
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 330 0 ext. 227 252 - 261 - 1212 ext. 227
FAX No. Contractor #
252 261 1260 NA
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shore s NC 27949 -
Email
weadusQquible.com
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Village Realty
Real Estate Management
CAMA Major Permit Application
December 5, 2007
PROPOSED PROJECT DESCRIPTION
Former Site Operation/Existing Structures
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The site is an approximately 1.25 acre parcel located on 223 Satterfield Landing Road and is occupied by a
16,836 sf metal warehouse used by Village Realty for their rental operations. The site is approximately
centered around latitude 35.21544°N and longitude 76.23584°W and is located within the 1,200 feet
Fresh Pond AEC.
Proposed Development Activities
The applicants propose to reduce the size of the existing warehouse building from 16,836 sf to 14,812 sf
and add an asphalt drive entryway to Turfstone parking areas along the east end of the property as
indicated on the enclosed site plans. The renovation of the facility will include adding offices in addition
to the remaining warehouse space. This change in use (addition of offices) requires the additional parking
and septic improvements as per Town of Nags Head regulations. The building footprint is being reduced
_,_ _ ", w to accommodate,~the_Turfstone parking required for the proposed. offices. _u~y ,
The proposed work requiring this CAMA Major Permit Application is the expansion of the wastewater
system from 300 gallons to 475 gallons. The proposed expansion of the wastewater system is required by
the Town of Nags Head to accommodate the renovation of the existing warehouse to include office space
for the employees of Village Realty.
Please note, there are no waters of the State adjacent to this parcel. Therefore, there are no adjacent
riparian waterfront property owners requiring notification.
Stormwater Management
A Division of Water Quality Stormwater Management Permit Modification of an existing permit
(SW7000713) is being pursued for the proposed changes to the site. Proposed changes to the existing
Stormwater management plan at the site includes the addition of an infiltration trench underneath the
proposed Turfstone parking area. The existing Stormwater BMPs will remain as shown on the enclosed
site plan.
Water and Sewer
The facility currently is connected to the Town of Nags Head water distribution system. The applicants
propose to increase the capacity of the wastewater system within the existing wastewater footprint as
shown on the attached site plan. The current wastewater system has a 300 gallon capacity and will be
increased to 475 gallons to accommodate the proposed offices. The proposed wastewater improvements
are located approximately 8~0 feet from the edge of Fresh Pond,

Form DCM MP-1 (Page 2 of 4)
j~~G;~~~'~~5~3 ~ APPLICATION for
°j~ f-%~~~1 ~s
r~, Major Development Permit
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3. Project Locafion "'~`~"T'~E. ft~IPIAVEI~k~'=
.
County (can be multiple) Street Address ~ e, ~ State Rd. #
Dare 223 Satterfield Landing Road
Subdivision Name City State Zip
Charles L.Sineath Subdivision Nags Head NC 27959 -
Phone No. Lot No.(s) (if many, attach additional page with list)
800 - 548 - 9688 ext. 4A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Fresh Pond
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Nags Head
4 Sife Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
NA 54,317 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.25 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) NA ^NHW or ^NWL
e. Vegetation on tract
Landscaped with grasses (chiefly weeping love grass) and pine trees.
f. Man-made features and uses now on tract
16,836 sf warehouse that is currently being used by Village Realty for storage of linens and other items for use in their daily
operations.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent parcels are vacant.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
C3 Commercial (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
~Q,l~ ~x~'\t~. APPLICATION for
Major Development Permit
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m. (i) Are there wetlands on the site? ;E~s~~r~E~i~~1~C~s!°l>!i~Rti ^Yes ®No
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(ii) Are there coastal wetlands on the site? ^Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Current{y, the site is serviced by an on site septic system with a current capacity of 300 gallons per day. The proposed work
requiring this CAMA Major Permit application is the expansion of the wastewater system to 475 gallons per day.
o. Describe existing drinking water supply source.
Drinking water is provided by The Town of Nags Head via the Dare County Water Distibution System.
p. Describe existing storm water management or treatment systems.
Stormwater is treated on site in an approved and permitted infiltration basin. A modification to the existing Stormwater Permit
(SW7000713) is being pursued.
5. Activities and Impacts'
a. Will the project be for commercial, public, or private use? ®Commercial ^Public/Government
^ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The property will continue to be used as a warehouse and real estate management facility with the addition of offices. Daily
operations will be consistent with office and the current warehouse operations.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The existing metal warehouse will be reduced in size from 16,836 sf to 14,812 sf. Additional necessary parking, septic
improvements and stormwater management will be installed as shown on the attached site plans. All work will be performed
by licensed contractors using conventional equipment at their discretion. All equipment used will be stored on site.
d. List all development activities you propose.
Installation of two additional wastewater trenches within the 1,200 feet Fresh Pond setback, increasing the wastewater
treatment capabilities of the existing permitted system from 300 gallons to 475 gallons. Renovations to the existing building
resulting in a reduction of the building footprint (16,836 sf to 14,812 sf), the addition of Turfstone parking and asphalt access
and the addition of an infiltration trench located underneath the proposed Turfstone parking. The building footprint is being
reduced to provide adequate area for the required parking improvements.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both.
f. What is the approximate total disturbed land area resulting from the proposed project? 17,429 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There are no discharges to waters of the state as a result of the proposed development activities associated with this CAMA
Major Permit request.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation'
!n addition to this com /eted a lication form,' MP-1 the followin items below, if a 7icab/e, must be submitted in order for the application
P PP ( ) g PP_
package to be complete. Items (a) - (>) are always applicable to any major development application. Please consult the application
instruction booklet on how fo properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NA Phone No.
Address
Name NA Phone No.
Address
...Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #158-00
DWQ Stormwater Permit SW7000713
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. ,-~~~,.~j~r~j~,
Date ~~s ~o ~' Print Name /i6/ U9~2J E~°DV`S ~~l ~ j ~ f j'"
Signature
Please indicate application attachments pertaining to your proposed project.
^DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
^DCM MP-4 Structures Information
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Form DCM MP-3
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UPLAND DEVELOPMENT _F,~~~~f~~~~~rj~j~
(Construction and/or land disturbing activities) ~jf~0f±~s!`~6.:j('!r'
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. ~
Existing 16,836 sf warehouse facility will be remodeled and
reduced in size to 14,812 sf. The development also
includes the addition of turfstone parking in the outline of
the former building.
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Approximately 17,432 sf of land will be disturbed to install
the septic improvements, reconfigure the stormwater basin,
remodel the warehouse and add asphalt entry and
turfstone parking.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Paving materials will be asphalt and turfstone.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Impervious coverage within the Fresh Pond AEC is 45
percent.
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
h. Projects that require a CAMA Major Development Permit may also
require a stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA
(ii) If yes, list the date submitted: stormwater plan issued on
09/27/00. A modification request was mailed on 10/15/07.
45 percent
j. Describe proposed method of sewage disposal.
Sewage will be disoposed of on site using a conventional
septic tank and drain field. A permit request for the
expansion of the system has been requested.
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ®No ^NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
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commercial effluent, "wash down" and residential discharges).
Surface runoff will be directed into approved stormwater
infiltration basins as shown on the attached site plans.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public system.
o. When was the lot(s) platted and recorded?
1963
^Yes ®No ^NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) tf yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ®No ^NA

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Applicant Name
Applicant S' a ur

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