20120897 Ver 1_Individual_20120927

.,..�'��
20120897
IL
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis Dee Freeman
Governor Director Secretary
September 26, 2012
MEMORANDUM
TO: Karen Higgins, Webscape Unit Supervisor
Division of Water Quality - Raleigh
FROM: Doug Huggett
Major Permits Processing Coordinator
0
SUBJECT: LAMA Permit Application Review
Applicant: Nags Head Self Storage, LLC SEP 2 7 2412
Project Location: 209 West Eighth St. in Nags Head, Dare County gR
Proposed Project: Boat and RV storage area
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 10/17/12 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kelly Russell at (252) 264 -3901. When
appropriate, in -depth comments with supporting data are requested.
!.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone- 252 - 264 -3901 1 FAX: [phone]; Internet www nccoastalmanagement net One
NorthCarohna
An Equal Opportunity 1 Affirmative Action Employer Naturally

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Nags Head Self Storage, LLC
2. LOCATION OF PROJECT SITE: 209 West Eighth Street, Nags Head, Dare County
Photo Index — 2006: 185-7217(V,16) 2000: 185 -2087 (V,16)
1998: 42 -1069 (F,20)
State Plane Coordinates - X: 2990858 Y: 832888
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — Sept. 11, 2012
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - 9/19/2012
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 Watershed Area of Environmental
Concern
(C)
Water Dependent: no
(D)
Intended Use: commercial
(E)
Wastewater Treatment:
Existing — onsite septic system
Planned -none
(F)
Type of Structures:
Existing — self storage facility, paved parking area
Planned - enlarge parking area
(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
(C) Other- High ground
60,400 sq ft
disturbed
(D) Total Area Disturbed: 60, 400 sq ft.
(E) Primary Nursery Area: n/a
(F) Water Classification: n/a Open: n/a
8. PROJECT SUMMARY: The applicant proposes to expand an existing self storage
facility with a boat and ry storage area that will include a paved parking area, a
stormwater basin, and landscaping.

Field Investigation Report
Page 2
Project Setting
The project site is located at 209 W. Eighth St. in Nags Head Dare County. A small portion
of the project site is within the 1200 ft Public Water Supply Area of Environmental Concern
(AEC) as defined in 15A NCAC 07H. 0405. The development is part of an expansion of the
existing Nags Head Self Storage facility. The tract is currently developed with masonry
storage buildings, an office building, and paved parking areas. The entire tract is 2.69
acres. The elevation of the tract is approximately 10 ft above sea level and is vegetated
with typical grasses, live oaks, and pine trees.
Development Proposal
The applicant proposes to construct an expansion to the existing Nags Head Self Storage
Facility involving a boat and recreational vehicle storage area. The development activities
include a .74 acre parking area consisting of a combination of gravel, concrete, and permeable
pavement. It also includes a 0.3 acre stormwater infiltration basin, landscaping activities, and
the installation of a fire hydrant adjacent to the Town's right of way along West Eighth St. The
estimated area of disturbance is approximately 60,400 sq ft (1.4 acres) however only of
disturbance is within the Fresh Pond AEC. The onsite stormwater retention system has been
submitted to the Division of Water Quality for approval.
Anticipated Impacts
The proposed project will result in the disturbance of 60,400 sq ft of uplands as a result of
the development. Approximately 13,871 sq ft of impervious surface is proposed within the
Fresh Pond AEC.
Submitted by: Kelly Russell
Date: Sept. 25, 2012

MAJOR PERMIT FEE MATRIX
Applicant: NAGS HEAD SELF STORAGE, LLC
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 open water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and /or
excavation of up to 1 acre
of wetlands and /or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached ) can be applied:
III(B). Public or commercial
Ej
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
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
aquatic life:
III(D). If General Water
®
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
❑
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and /or
open water areas:

� .i i • N•.'. ��: ra. F n �'
The Coagpjlf)Veto
Project Narrative
REC' E'D
,i
C
FPP 7
Gi -ice i, -�iJ� •f^j Tv f
Project:
NAGS HEAD SELF STORAGE
BOAT AND RV STORAGE AREA EXPANSION
Nags Head Township, Dare County, North Carolina
Applicant:
Nags Head Self Storage, LLC
c/o The Runnymede Corporation (Manager)
60022 d Street, Suite 400
Virginia Beach, VA 23451
Bissell Professional Group
P.O. Box 1068
3512 N. Croatan Highway
Kitty Hawk, North Carolina 27949
Finn License # C -956
September 5, 2012
P.O. Box 1068 0 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252 - 261 -3266 • Fax: 252 - 261 -1760 • E -mail: bpg @bissellprofessionalgroup.com

This project is an expansion of the existing Nags Head Self Storage facility located along the south side of
West Eighth St. within the Nags Head Township of Dare County. The proposed expansion includes a
Boat and Recreational Vehicle (RV) storage area that will be constructed upon the vacant eastern half of
the development's 2.69 acre parent parcel.
Proposed Developmental activities will include the following;
a) 0.74 acre +/- of gravel, concrete & permeable pavement surfaced storage area improvements
b) 0.3 acre +/- Stormwater management infiltration basin improvements
c) Lighting and landscape buffering improvements
d) Installation of a typical fire hydrant within the Town's adjoining W. Eighth St. R/W.
(Please reference Sheet 3 of the enclosed construction drawings for a general site plan)
The western half of the property is developed with an existing gated Self- Storage Facility that was
constructed around 1985. The existing topography on the currently vacant eastern half of the
property is relatively flat, with slopes ranging between 0 -10 %. Elevations across this proposed
development area range from 11.5 ft msl near the center, to 8.5 ft msl towards the southeastern
comer. The site is mostly open with a mix of bare sand, grasses and live oaks and pines throughout.
A portion of the existing adjoining storage facility currently drains into this area with no formal
outlet. The nearest existing drainage feature is an existing ditch located just off -site to the south and
serves the adjoining shopping center development. This ditch drains east and ties in to the NCDOT
HWY 158 drainage network that ultimately outlets north to an Atlantic Ocean Outfall. The next
closest drainage feature is a system of roadway swales and culverts located along the south side of
W. Eighth St. This system also drains east and ties into the same HWY 158 drainage network. There
are no 404 jurisdictional wetlands on the site and the site is located greater than 50 feet from any
surface waters and 100 feet from any known water supply wells. Surrounding land use is commercial in
nature. The Town has zoned this property within their Commercial Services District (C -3) and the
Land Use Plan classifies the property as Multiple -Use. Site soils are composed of Corolla Series Fine
Sand and are described as being nearly level, moderately well drained soils with very rapid
permeability. Protocol Sampling Services, Inc. conducted an on -site evaluation to determine the
presence of any restrictive horizons, water table conditions and infiltration and permeability
capabilities of the underlying soils. There were no restrictive horizons found to a depth of at least 48
inches. Seasonal high water table conditions were found at depths ranging from less than 12" to 30"
below the land surface resulting in an estimated SHWT elevation of 8.0' msl. An average infiltration
rate of 40 inches/hour was determined
(Please reference the Site location Map under Attachment C to the permit application)
A portion of the proposed project is located within the last 100' + / of a Public Water Supplies A.E.C. and,
as a result of having to obtain a State Stormwater Management Permit and a Sedimentation and Erosion
Control approval, the project must also obtain a CAMA Major Permit.
(Please reference Sheet 3 of the enclosed construction drawings to find the limits of the A.E.C. and the
developmental activities proposed within)
In accordance with 15A NCAC 07H .0405(c)(1), the A.E.C. is designated as a Small Surface Water
Supply Watershed encompassing a 1,200 foot radius around the A -11 classified surface waters of the "Fresh
Pond," a former raw water supply to drinking water systems that serve the Town of Nags Head and the
Town of Kill Devil Hills.
2

As prescribed in 15A NCAC 07H .0405(b), the CRC or local designated official shall approve an
application for development within this ARC upon finding that the project is in accord with the following
minimum use standards:
1. Ground absorption sewage disposal systems shall be located a minimum of 100 feet from A -11
surface waters.
Finding: This project proposes no sewage disposal systems.
2. Development requiring a national pollution discharge elimination system ( NPDES) permit will be
denied an AEC permit until the NPDES permit is secured.
Finding: An NPDES permit for the project has been obtained and is provided under
Attachment E to the permit application.
3. Land- disturbing activities (land clearing, grading, and surfacing) shall be in compliance with the
mandatory standards of the North Carolina Sedimentation Pollution Control Act of 1973 in G.S.
113A -57.
Finding: A letter of Approval for the project's erosion and sediment control plan has been
obtained and is provided under Attachment E to the permit application.
4. In instances where a detailed hydrologic study of a small surface water supply watershed has been
made, more detailed standards may be applied.
Finding: A detailed hydrologic study is not required and has not been made for this project.
NCDENR — DWO
The proposed developmental activities were designed in accordance with the requirements as prescribed
for "High Density" stormwater management within coastal counties Session Law 2008 -211 (Senate Bill
1967), Section 2.(b)(3)(b):
(i) The non - residential development has a built upon area exceeding 10,000 s.f. and twenty-four percent
(24 1/o) of the site.
(ii) The Development uses control systems composed of a combination of permeable pavement and a
infiltration basin designed in accordance with 15A NCAC 02H.1008
(iii) Control systems are designed, at a minimum, to store, control and treat stormwater runoff from all
surfaces generated by 3.75 inches of rainfall as required for a system with no formal outlet or
bypass.
(An application for a Stormwater Management Permit was filed with NCDENR - DWQ on July 26, 2012
and is currently under review. A copy of the Permit Application is provided under Attachment E.)
TOWN OF NAGS HEAD
The proposed developmental activities were designed in accordance with the Town of Nags Head
Stormwater Management Ordinance, on -site management measures must be provided to achieve the
following requirements:
(i) A 1.5" rainfall event must be retained and infiltrated on -site with no on -site use impacts or off -site
conveyance of stormwater
(ii) A 4.3" rainfall event must be retained and infiltrated on -site with no unapproved off -site impacts.
There shall be not more than partial flooding and no health, safety or access impacts on site.
(iii) A 5.0" rainfall event shall not result in any unapproved off -site impacts.
(The Town of Nags Head Planning Board has reviewed and approved the proposed development plan as
noted under Attachment E. The Town's Board of Commissioners also reviewed and approved the
proposed development plan on the date of this application, 915112, an official approval letter will come
from the Town at a later date. The Town approval is conditional upon receiving the CAMA Major and
Stormwater Management Permits.)
(Please reference Sheets 4 and 6 of the enclosed construction drawings for further stormwater details.)
3

Construction on this project is primarily limited to the site grading and surfacing activities. Of the
project's 0.74 acres of total proposed storage area improvements, approximately 8,074 s.f. (0. 19 ac.) of
impervious concrete & gravel and 9,662 s.f. (0.22 ac.) of 60% impervious permeable pavement will be
located within the AEC. This results in a total of approximately 13,871 s.f. (0.32 ac.) of proposed
impervious coverage within the AEC. Construction activities are anticipated to be performed utilizing
standard practices and procedures. The amount and type of equipment, as well as the duration of
construction, are anticipated to be minimal and will vary based on construction schedules yet to be
determined by the developer. Storage of construction equipment is anticipated to take place on site during
the course of construction.
Excavation and Fill
The project will be developed utilizing existing site soils to the maximum extent practicable. Excavation
and filling will occur as required to achieve the finished grades as indicated on the grading and stormwater
plans. After balancing the site with existing soils, additional clean sand fill may be required to achieve the
final specified grades. No wetlands or surface waters are proposed to be filled with this project. The site
has no shorelines to be stabilized.
(Please reference Sheets 4 and 6 of the enclosed construction drawings for plan and section details)
Erosion Control
Erosion and sediment control measures, including silt fencing and temporary and permanent seeding, will
be employed pursuant to the erosion and sediment control plans and approval. Approximately 1.4 acres of
land disturbance is proposed for the overall project, of which approximately 0.6 acres is within the AEC.
(Please reference Sheets 4 and 7 of the enclosed construction drawings for further E&S details)
(An Erosion and Sediment Control Approval Letter and APDESpermit have been obtained and are
provided under Attachment E to the permit application)
Water
The existing development is served by a standard water service from the Town of Nags Head public water
supply system. The proposed expansion project will not need or require an additional water service.
The project will require that a new fire hydrant assembly be installed directly to the Town's existing water
supply main running along the south shoulder of the adjoining W. Eighth St., within the Town R/W.
Wastewater
The existing development is served by a typical small on -site subsurface wastewater treatment and disposal
system that is located approximately 950 feet east of the Fresh Pond. The proposed expansion project does
not propose, nor does it require, a new wastewater system or any modifications to the development's
existing system. The Dare County Health Department has reviewed and approved the proposed
development plan and has confirmed that no wastewater system improvements are required.
(An Improvement Permit from the Dare County Department of Public Health has been obtained and is
provided under Attachment E to the permit application)
RECEIVED
SEP 1 9 2012
COASTAL MANAGEMENT
ELIZABETH CITY
4

Dom MP -1
APPLICATION for
1181or Development Permit
(last revised 12/27/06)
RECE;VE-
7 2012
COABTAL WiJAGEMENT
ELIZABE I H CITY
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Nags Head Self Storage, Llc
Project Name (if applicable)
Nags Head Self Storage - Boat and RV Storage Area Expan.
Applicant 1: First Name
Nags Head Self Storage, LLC
MI
Last Name
c/o The Runnymede Corporation (Manager)
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
60022 nd Street, Suite 400
PO Box
City
Virginia Beach
State
VA
ZIP
23451
Country
United States
Phone No.
757 - 422 -1568 ext.
FAX No.
757 - 422 - 9815
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Bissell Professional Group
Agent/ Contractor 1: First Name
MI
Last Name
Mark
S
Bissell
Agent/ Contractor 2: First Name
MI
Last Name
David
M
Klebitz
Mailing Address
PO Box
City
State
3512 N Coatan Hwy
1068
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261- 3266
ext.
_ _ ext.
FAX No.
Contractor #
252 261 1760
Street Address (if different from above)
City
State
ZIP
Email
mark @bissellprofessionalgroup.com, davek @bissellprofessionalgroup.com
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Form DCM MP -1 (Page 2 of 4)
SEP 7 2012
7nn�
APPLICATION for
Major Development Permit
3. Project Location
ELIZABETH CITY
County (can be multiple)
Street Address
State Rd. #
Dare
209 West Eighth Street
N /A, I I
Subdivision Name
City
State
Zip
Fresh Pond Beaches
Nags Head
NC
27959-
1
Phone No.
Lot No.(s) ff many, attach additional page with list)
757 - 422 -1568 ext.
Lot 5A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
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
Fresh Pond / 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.
Town of Nags Head
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
0
117,285
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8.5' - 11.5' + /- ®NHW or ❑NWL
e. Vegetation on tract
The project site is located on the vacant eastern half of the propery and is mostly open with a mix of bare sand, grasses and
live oaks and pines throughout.
f. Man -made features and uses now on tract
The western half of the property is development with an existing gated Self- Storage Facilty that was constructed around
1985. The development is composed of masonry storage buildings and an office building served by a mix of concrete,
gravel and permeable paver parking and drives.
g. Identify and describe the existing land uses Jacent to the proposed project site.
Existing adjacent land uses are commercial in nature.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
C -3, Commercial Services District
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
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)
RECEIWED
S E P 7 2012
I
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
COASTAL P,�'A�lA�,EMEI�lT
(ii) Are there coastal wetlands on the site ? ELIZABETH CITY
--- —� ❑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.
The existing site development is served by a typical small on -site subsurface wastewater treatment and disposal system.
This expansion project does not propose, or require, a new wastewater system or any modifications to the development's
existing system as approved by the Dare County Health Department.
o. Describe existing drinking water supply source.
Existing Public Water Supply System.
p. Describe existing storm water management or treatment systems.
There are no existing formal stormwater management systems on the site.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project is an expansion of the existing Self - Storage facility and includes the installation of a mix of open trafficable
surfaces intended for the purposes of providing access and storage of Boats and Recreational Vehicles. Once complete,
access to the storage area will be limited to clients as controlled by management. The project is anticipated to be complete in
the Spring of 2013.
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.
Site grading is anticipated to be performed utilizing standard practices and procedures. A minimal amount of typical grading
equipment is anticipated and will be stored on -site during the course of construction.
d. List all development activities you propose.
Installation of a proposed 0.74 acre gravel, concrete and permeable pavement surfaced Boat and RV storage area.
Installation of a 0.3 acre stormwater infiltration basin along with site lighting and landscape buffering. Installation of a typical
fire hydrant assembly within the Town's adjoining W. Eighth St. right -of -way.
e. Are the proposed activities maintenance of an existing project, new work, or both? A new work expansion to an existing
development
f. What is the approximate total disturbed land area resulting from the proposed project? 1.4 ❑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? 'pE)vSA^Y 4 V-tQC st-i,iD244-)f wt-Tlyuv 7ti(Ak !
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff during an overflow condition of the project's proposed stormwater BMP is anticipated to drain to existing
surrounding drainage networks that ultimately discharge east to the Atlantice Ocean. Surface runoff is not anticipated to
drain west to the Fresh Pond.
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 DNA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
RECEIVED
SEP 7 2012
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed a imuon form MP -1 a follow ' r a V c r r �, r
P PP , ( ) 1'tT Ibe+, !� aplicable, must b� submitted In order for the application
package to be complete. Items (a) — (0 are always applicable to an Brlade to At ap lication. Please consult the application
Instruction booklet on how to properly prepare the raqulreg—fiftems Do;low.
a. A project narrative. (A.rACN4,9,V',
b. An accurate, dated work plat (including plan view dnd 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. (A7MCffi41laN-r )—'a>\
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 propertie,6W D
e. The appropriate application fee. Check or money order made payable to DENR. (�7`l�Cft%y�ri
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 NIA - The project has No adjacent waterfomt (riparian) Landowners. Phone No.
Address
Name 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,
rSee Altachemenl E
h. Signed consultant or agent authorization form, if applicable.- �n.,��y
1. Welland delineation, if necessary. A A
J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) ti A
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 $he information provided in this application Is truthful l e best of my knowledge.
Date cr �5 f /tR Print Name / � l • J-. kwe
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
252- 808.2808 .. 1- 888- 4RCOAST .. www.ncconstalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
C.
r;L_ E:I V ED
SEP 7 2012
COASaL �I�f'A;,EP,'E11T
E� I_'r i �i CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION [I This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand and top soil
0 cubic yards excated from below NHW or NWL
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑Cw ❑SAV ❑SB
❑WL None )
(ii) Describe the purpose o the excavation in these areas:
d. High - ground excavation in cubic yards.
Volume as required to balance the site grading and
achieve the final grades as indicated on grading and
stormwater plan (Sheet 4)
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On -site as required to balance site grading. Area as required to balance site grading.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV , ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the Disposal include any area in the water?
❑Yes( ®Nq) ❑NA
(ii) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaImanagement.net revised: 12 /26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
�
�
� Qom•
Width
Avg. Existing
Depth
1
�J
f
rP
NA
NA
QO
Final Project
Depth
NA
NA
AVS,•
1. EXCAVATION [I This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand and top soil
0 cubic yards excated from below NHW or NWL
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑Cw ❑SAV ❑SB
❑WL None )
(ii) Describe the purpose o the excavation in these areas:
d. High - ground excavation in cubic yards.
Volume as required to balance the site grading and
achieve the final grades as indicated on grading and
stormwater plan (Sheet 4)
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On -site as required to balance site grading. Area as required to balance site grading.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV , ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the Disposal include any area in the water?
❑Yes( ®Nq) ❑NA
(ii) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaImanagement.net revised: 12 /26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of a)
3. SHORELINE STABILIZATION 19 This section not applicable
(If development is a wood groin, use MP11- Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ❑ Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance watenvard of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
® months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater /Sill Other.
i. Source of fill material.
I ;L. 9 v L-U
h. Type of fill material.
SEP 7 20 ?2
T
4. OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabi anon)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes, A6 fturlvp
(h) Amount of material to be placed in the water 0 cubic feet
(iii) Dimensions of fill area As required
(iv) Purpose of fill
After balancing existing site grades, additional dean sand
fill material may be placed to achieve the final grades as
indicated on grading and stormwater plan (Sheet 4)
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None_
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Typical silt fencing and temporary and permanent
stabilization /seeding.
c (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Date
Excavator
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
tea! /tom 4,1[�L =,�jl TZ u $t�E t�hfi5Sbt/1� -�
Applicant Nam
e
Applicant Signature
252 - 808 -2808 :: 1. 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP -3 SEP 7
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities) __ _ F' - "'
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
proposed.
(1) open storage area for Boats and RVs
c. Density (give the number of residential units and the units per
acre).
No Proposed Residential Units
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: 7 -26 -12 Town of Nags Head
.AVPR,JA L >? a9 -1?_
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.
The tract is not located within a coastal shoreline AEC.
1. 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.
59.9% total impervious coverage (existing and proposed)
j. Describe proposed method of sewage disposal.
The existing site development is served by a typical small
on -site subsurface wastewater treatment and disposal
system. This expansion project does not propose, or
require, a new wastewater system or any modifications
to the development's existing system as approved by
the Dare County Health Department.
b. Number of lots or parcels.
1 existing 2.69 acre Parcel
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc
Approx. 1.4 acres of distrubed area as indicated on plans
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Storage surface of concrete, gravel and permeable pavers
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: _7 -26 -12
C�vFAKt& ¢7&rC, PQovloez> uivc�C1?
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
'?cx�,rtJ �4aL lS fll��tl(�t�E6�
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?
commercial effluent, 'Wash down" and residential discharges). ❑Yes ®No ❑NA
Surface runoff during an overflow condition of the project's If yes, attach appropriate documentation.
proposed stormwater BMP is anticipated to drain to
existing surrounding drainage networks that ultimately
252-808-28082:: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
discharge east to the Atlantic Ocean. Surface runoff is
not anticipated to drain west to the Fresh Pond.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
No proposed water supply. Existing is on public system.
o. When was the lot(s) platted and recorded?
April 4, 2000 CZ5C4G0jt -rf6,j dfr
Na2M6Q- ANo V1CVAL Lur's
a /s lea.
Data
314 p. ED --
SEP
r
'(
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
�qV1� M. ICIJaIty ?Z � �s1C�l�
Appllcant N e
Applicant Signature
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

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• Erosion and Sediment Control Plan Letter of Approval
• NPDES Permit
• Town of Nags Head Planning Board Approval Letter
• Dare County Department of Public Health Improvement Permit
• Copy of NCDENR —DWQ Stormwater Management Permit Application Form
The various attachments that typically accompany an application for a Stormwater
Permit are not provided in an effort to save paper. A copy of this information can be
provided if requested. The application was mailed to DWQ on 7/26/12 and a permit
decision is expected to be rendered soon.
9

Planning and Development
Department
Michael J. Barrett
The Runnymede Corp
60022 nd St., Suite 400
Va Beach VA 23451
TO ly
ti 1961
4
HEAD a
Town of Nags Head
Post Office Box 99
Nags Head, North Carolina 27959
www nagtiheadnc,�zov
August 27, 2012
LETTER OF APPROVAL
RE: Project Name: Nags Head Self Storage Acres Approved: 1.4
Project ID: Nags Head Self Storage
County: Dare, Town of Nags Head 209 W. Eighth St.
River Basin: Pasquotank
Submitted By: David Klebitz
Date Received : August 7, 2012
Dear Mr. Barrett:
�- iv L
SEP 7 20?2
C0 A3TA_ !I'Iti�.��, �i F Fi'i L' NT
E! !- A[1 ''r T 11 GiT }'
Telephone [phone]
FAX [phone]
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable
and hereby issue this Letter of Approval under the Sedimentation Pollution Control Act of 1973. The enclosed
Certificate of Approval must be posted at the job site. This plan approval shall expire three (3) years following
the date of approval.
Please be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NCGO10000. Please become familiar with all the requirements and conditions of this
permit in order to achieve compliance.
Title 15A NCAC 413 .0118(a) requires that a copy of the approved erosion control plan be on file at the job site.
Also, this letter gives the notice required by G.S. 113A- 61.1(a) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance - oriented, requiring protection of existing
natural resources and adjoining properties. If, following the commencement of this project, the erosion and
sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of

1973 (North Carolina General Statute l 13A -5 1 through 66), this office may require revisions to the plan and
implementation of the revisions to insure compliance with the Act. Acceptance and approval of this plan is
conditioned upon your compliance with Federal and State water quality laws, regulations, and rules. In addition,
local city qr county ordinances or rules may also apply to this land- disturbing activity. This approval does not
supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. You are requested to file an amended form if there is any change in
the information included on the form. In addition, it would be helpful if you notify this office of the proposed
starting date for this project. Please notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely, /
Kim A en
Erosion Control Plan Reviewer
Enclosures: NPDES Permit
cc: David Klebitz, Bissell Professional Group

4' "'4rFgp North Carolina Division of Water Quality
>( NPDES Stormwater Discharge
for Construction Activitie
Covet Sheet tot N000 10000
What is this permit?
This is your General Stormwater Permit for
Construction Activities, developed to meet federal
National Pollutant Discharge Elimination System
(NPDES) requirements. It is separate from your
Erosion and Sedimentation Control (E &SC) Plan,
which has been a North Carolina requirement for
over 35 years.
Federal regulations adopted by the U.S.
Environmental Protection Agency (EPA) and North
Carolina Division of Water Quality (DWQ) require an
NPDES permit for your project. The EPA has
delegated DWQ authority to administer the NPDES
program in North Carolina. Two divisions of the
Department of Environment and Natural Resources
are responsible for different parts of the federal
permitting requirements.
They E &SC plan approved by the Division of Land
Resources (or a delegated local program) contains
the core erosion control requirements for your
project. The NPDES General Permit issued by
DWQ contains additional requirements related to a
broader range of water quality issues. These
permits are related, but separate. Both contain
conditions your project site must meet.
What does this permit require me to do?
You should read and become
familiar with the provisions of this
permit. Below is a list of the
major requirements, with
indications where those differ
from the previous Construction
General Permit.
EROSION AND
SEDIMENT CONTROL PLAN
You must implement the Erosion
and Sedimentation Control Plan
approved for your project by the
Division of Land Resources or by
an approved local program.
Adherence to that E &SC Plan is
an enforceable component of the
Stormwater Permit.
mP f ORVID R
rn ".0 -A[ ,I Pl4(.UR11 :f,li
Are there new requirements
In this permit?
This General Permit reflects changes made in the
federal regulations effective February 1, 2010, that
regulate discharges from construction sites. The
federal regulations resulted from litigation decisions
that mandated construction activities over a certain
size must contain additional specifications to reduce
the amount of wastes and sediment loading that
reach the nation's waters.
The Division of Water Quality and the Division of
Land Resources established the Construction
General Permit Technical Advisory Group (CTAG)
to guide the development of this NPDES permit. A
draft permit was available for public review in May
2011, and the final permit became effective on
August 3, 2011.
The most notable change in the new permit is a
requirement that ground stabilization, such as wheat
straw application, be applied within 14 days from the
last land- disturbing activity. For steep slopes, that
area must be stabilized within 7 days. Please see
page 2 of this document for details.
Your E &SC plan will identify
areas where the more stringent
7 and 14 day ground
stabilization requirements
apply. See "New Ground
Stabilization Requirements" on
page 2.
MONITORING & INSPECTIONS
► You must keep a rain gauge
on site.
► Dedicated demolition and
other waste areas and earthen
material stockpiles must be
located at least 50' from storm
drains or streams unless no
alternative is feasible (new
requirement).
► You must inspect all E &SC
measures at least once a week
and within 24 hours after any
storm event greater than a half
inch (during a 24 -hour period).
You must take Immediate
corrective action for any device
failure.
► You must inspect all outlets
where stormwater runoff leaves
your site and evaluate the effect
on nearby streams or wetlands.
Corrective action must be taken if
sediment is deposited off site or
into a stream or wetland, or
causes a visible increase in
turbidity (cloudiness) of any
waterbody.
(continued on reverse side)

STA'rE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RE5
DIVISION OF WATER QUALITY
GENERAL PERMIT - NCG 010000
�rurcc 7 v ,
TO DISCHARGE STORMWATER UNDER THE T
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
for
CONSTRUCTION ACTIVITIES
4
_ _ 4
In compliance with the provision of North Carolina General Statute 143 - 215.1, other lawful
standards and regulations promulgated and adopted by I46rth Carolina Environmental
Management Commission and the Federal Water Pollution Control Act as amended:
All owners or operators of stormwater point source discharges associated with
construction activities including clearing, grading or excavation activities resulting in
the disturbance of land greater than or equal to one acre, or that are part of a common
plan of development of that size, are hereby authorized to discharge stormwater to the
surface waters of North Carolina or to a separate storm sewer system conveying
stormwater to the surface waters in accordance with the terms and conditions set forth
herein. Failure to receive coverage under this permit or violations of any of the
conditions listed may result in assessment of state or federal civil or criminal penalties
for each day of violation.
The General Permit shall become effective on August 3, 2011.
The General Permit shall expire at midnight on July 31, 2016.
Signed this day July 20
een H. llins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission
Page 1 of 16

SECTION I
COVERAGE UNDER THE GENERAL PERMIT
Until this State of North Carolina General Permit expires or is modified or revoked, the permittee is
authorized to discharge stormwater in accordance with the terms and conditions of this permit and in
accordance with an approved Erosion and Sedimentation Control Plan by the North Carolina Division
of Land Resources, Land Quality Section, or a delegated local program under the provisions and
requirements of North Carolina General Statutes in Article 4 of Chapter 113A to the surface waters of
North Carolina or to a separate storm sewer system. The permit, along with state statutes (N.C.G.S.
143-215. 1) and rules (NCAC 2H .0100) relating to stormwater permitting are designed to work
together to assure compliance with the NPDES requirements of the Clean Water Act. Furthermore,
North Carolina rules in Title 15A NCAC 2H .0126 adopt by reference the federal stormwater
permitting requirements.
Any other point source discharge to surface waters of the state is prohibited unless covered by another
permit, authorization or approval. The discharges allowed by this General Permit shall not cause or
contribute to violations of North Carolina Water Quality Standards for surface waters and wetlands (15A
NCAC 2B .0200). Discharges allowed by this permit must meet all applicable water quality certification or
permit requirements as outlined in 15A NCAC 2H .0500 and 2H .1300. This permit does not relieve the
permittee from responsibility for compliance with any other applicable federal, state, or local law, rule,
standard, ordinance, order, judgment, or decree.
This General Permit is applicable to point source discharges from construction activities disturbing
one or more acres of land. The application to the Division of Land Resources or a delegated local
program for approval of a local Erosion and Sedimentation Control Plan (E &SC Plan) shall be considered
to take the place of a Notice of Intent for coverage under this General Permit for those projects requiring
this Permit coverage. Coverage under this General Permit shall become effective upon issuance of an
approval for the E &SC Plan by the Division of Land Resources or delegated local program that includes
the following:
a. Designation on the plans where the specific ground stabilization requirements apply as per Section
II.B.2 of this permit.
b. Designs of basins with surface withdrawal as per Section II.B.4 of this permit.
Prior to the commencement of construction and land disturbing activities, approval of the E &SC Plan shall
be obtained.
This General Permit revision reflects changes made in the federal regulations effective February 1,
2010. The federal regulations were a result of litigation that mandated that construction activities over a
certain size must contain additional specifications that would result in reduced wastes and sediment
loading reaching the nation's waters. The Division of Water Quality and the Division of Land Resources
established a Construction General Permit Technical Advisory Group (CTAG) to provide them guidance
in developing the permit. The CTAG was comprised of 14 members who represented a broad range of
environmental, regulatory, government and development interests. A Draft Construction General Permit
was prepared and made available for review on May 13, 2011. A public meeting was held on June7th.
This permit reflects the input received during the twelve- month development process.
Any owner or operator not wishing to be covered or limited by this General Permit may apply for an
individual NPDES permit in accordance with NPDES procedures in 15A NCAC 2H.0100, stating the
reasons supporting the request. Any application for an individual permit should be made at least 180 days
prior to the time the permit is needed unless waived, by the Director.
This General Permit does not cover activities or discharges covered by an individual NPDES permit until
the individual permit has expired or has been rescinded. Any person conducting an activity covered by an
Page 3 of 16

*The individual requirements to be addressed in each E &SC Plan application can be found at
l tttp.//portal.ncdenr.org/web /lr /erosion . See "Plan check list for designers."
SECTION II.B. - STORMWATER POLLUTION PREVENTION REQUIREMENTS IN THE
NC CONSTRUCTION GENERAL PE&A&T
In addition to the stormwater pollution prevention controls found in the E&SC Plan, this Construction
General Permit contains additional conditions that must be met in order to comply with the NPDES
program requirements. They are as follows:
11 Construction Site Pollutants
Permittee must manage activities on the site such that water quality standards are not violated from site
activities or allowed discharges. In addition to stream pollution from sediment discharge, other
activities on construction and development sites can result in pollutants reaching the state's waters.
EPA has prepared guidance documents that provide best management practices that address many
activities. See hh! :/ /cfpub.0a.gov /npdeststormwatert memo &mph(lndU.cfn ?actiQQ=min MMarc&min measure id =4
The following activities, and others on a site - specific basis, require oversight throughout the
construction and development process to assure that all water quality standards are protected:
a) Equipment Operation and Maintenance - Equipment utilized during the construction activity on
a site must be operated and maintained in such a manner as to prevent the potential or actual
pollution of the surface or ground waters of the state. -Fuels, lubricants, coolants, and hydraulic
fluids, or any other petroleum products, shall not be discharged onto the ground or into surface
waters. Spent fluids shall be cleaned up and disposed of in a manner so as not to enter the
waters, surface or ground, of the state and in accordance with applicable state and federal
regulations.
b) Material Handling - Herbicide, pesticide, and fertilizer usage during the construction activity
shall be consistent with the Federal Insecticide, Fungicide, and Rodenticide Act and shall be in
accordance with label restrictions.
c) Building Material Waste Handling
i) All wastes composed of building materials shall be disposed of in accordance with North
Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules
governing the disposal of solid waste (North Carolina Administrative Code Section 15A
NCAC 13B).
ii) Locate areas dedicated for management of land clearing and demolition debris, construction
and domestic waste, and hazardous or toxic waste. This location shall be at least 50 feet
away from storm drain inlets and surface waters unless it can be shown that no other
alternatives are reasonably available.
iii) Dumping of paint and other liquid building material wastes in storm drains is prohibited.
iv) Litter and Sanitary Waste - The permittee shall control the management and disposal of litter
and sanitary waste from the site.
d) Location of Stock Piles - Locate earthen- material stock pile areas at least 50 feet away from
storm drain inlets and surface waters unless it can be shown that no other alternatives are
reasonably available.
u) Handling of Concrete
i) Concrete materials onsite, including excess concrete, must be controlled and managed to avoid
contact with surface waters, wetlands or buffers. No concrete or cement slurry shall be
discharged from the site. (Note that discharges from onsite concrete plants require coverage
under a separate NPDES permit — NCG 140000.)
ii) Any hardened concrete residue will be disposed of, or recycled on site, in accordance with
local and state solid waste regulations.
Page 5 of 16

e) Inspections are only required to be made during normal business hours. When adverse
weather conditions would cause the safety of the inspection personnel to be in jeopardy,
the inspection can be delayed until it is deemed safe to perform these duties. (Times when
inspections were delayed because of safety issues should be noted in the Inspection
Record.) If the inspection cannot be done on that day, it must be completed on the
following business day.
f) Twenty-four Hour Reporting for visible sediment deposition
i) The permittee shall report to the Division of Water Quality central office or the
appropriate regional office any visible sediment being deposited in any stream or
wetland or any noncompliance which may endanger health or the environment. (See
Section VIII of this permit for contact information.) Any information shall be provided
orally or electronically within 24 hours from the time the permittee became aware of the
circumstances.
ii) A written submission shall be provided to the appropriate regional office of the Division
of Water Quality within 5 days of the time the permittee becomes aware of the
circumstances. The written submission shall contain a description of the sediment
deposition and actions taken to address the cause of the deposition. The Division of
Water Quality staff may waive the requirement for a written report on a case -by -case
basis.
g) Records of inspections made during the previous 30 days shall remain on the site and available
for agency inspectors at all times during normal working hours, unless the Division of Water
Quality provides a site - specific exemption based on unique site conditions that make this
requirement not practical. Older records must be maintained for a period of three years after
project completion and made available upon request. The records must provide the details of
each inspection including observations, and actions taken in accordance with this permit. The
permittee shall record the required rainfall and monitoring observations on the Inspection Record
form provided by the Division or a similar inspection form that is inclusive of all of the elements
contained in the Division's form. Use of electronically - available records, in lieu of the required
paper copies for inspection will be allowed if shown to provide equal access and utility as the
hard -copy records.
h) Inspection records must include, at a minimum, the following:
i) Control Measure Inspections: Inspection records must include at a minimum: 1)
identification of the measures inspected, 2) date and time of the inspection,* 3) name of
the person performing the inspection, 4) indication of whether the measures were
operating properly, 5) description of maintenance needs for the measure, 6) corrective
actions taken (7) date of actions taken, as well as the date and amounts of rainfall
received.
ii) Stormwater Discharge Inspections: Inspection records must include at a minimum: 1)
identification of the discharge outfall inspected, 2) date and time of the inspection, 3)
name of the person performing the inspection, 4) evidence of indicators of stor nwater
pollution such as oil sheen, floating or suspended solids or discoloration, 5) indication of
visible sediment leaving the site, 6) actions taken to correcttprevent sedimentation and
7) date of actions taken.
iii) Visible Sedimentation Found Outside the Site Limits: Inspection records must include:
I) an explanation as to the actions taken to control future releases, 2) actions taken to
clean up or stabilize the sediment that has left the site limits and 3) the date of actions
taken.
iv) Visible Sedimentation Found in Streams or Wetlands: All inspections should include
evaluation of streams or wetlands onsite or offsite (where accessible) to determine if
visible sedimentation has occurred.
i) Visible Stream Turbidity - If the discharge from a site results in an increase in visible stream
turbidity, inspection records must record that evidence and actions taken to reduce sediment
contributions. Sites discharging to streams named on the state's 303(d) list as impaired for
sediment - related causes may be required to perform additional monitoring, inspections or
Page 7 of 16

l) Continuation of Previously. Permitted Projects - Projects and their corresponding activities
permitted under the previous version of the NC general permit for construction activities will
continue to be valid with the previous permit conditions and will be considered covered under this
general permit.
2) Projects submitted prior to the effective date of the permit — Complete project applications that
were received prior to the effective date of this permit, but not approved by the permitting
authority until after approval of this NPDES permit, can rely on design and management practices
effective at the time of application submittal.
3) Implementation of the Erosion and Sedimentation Control Plan (E &SC Plan):
a) The Permittee must implement and follow the E &SC Plan, which has been approved by the
Division of Land Resources or local delegated program.. The approved E &SC Plan is
considered a condition of this general permit.
b) Deviation from the approved E &SC Plan, or approved amendment, shall constitute a violation
of the terms and conditions of this general permit except that deviation from the approved plan
will be allowed:
i) to correct an emergency situation where sediments are being discharged off the site,
Or,
ii) when minor modifications have been made that result in an alteration or relocation of
an erosion or sedimentation control measure and does not affect the ability of the
measure to perform as intended.
c) Allowed deviations must be noted on the approved E &SC Plan and maintained at the job site.
d) Prior to the commencement of any land disturbance onsite, and during the construction
activities, a copy of the approved E &SC Plan and this NPDES construction permit shall be
maintained on the site. These documents must be kept current and up to date.
4) BMPs and Control Measures - Consistent with the provisions contained in this permit and the
E &SC Plan, the permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the requirements
of this permit.
5) Additional Action - if there is evidence indicating that the stormwater discharges from the site are
impacting or have the potential to impact surface waters or wetlands, the Division of Water
Quality may take appropriate actions including any or all of the following:
a) take compliance and enforcement action;
b) require the permittee to include and implement appropriate control and restoration measures;
c) require the permittee to develop and implement additional site - specific stormwater pollution
prevention measures;
d) require the permittee to obtain an individual permit.
6) When an Individual Permit may be Required - The Director may require any owner /operator
authorized to discharge under a certificate of coverage issued pursuant to this general permit to
apply for and obtain an individual permit or a general permit with additional conditions. Any
interested person may petition the Director to require an individual permit pursuant to 15A NCAC
2H .0127. Cases where an individual permit may be required include, but are not limited to, the
following:
a) The receiving stream is of a unique quality and the standard conditions may not provide
adequate protection;
b) The discharger is a significant contributor of pollutants;
c) Conditions at the permitted site change, altering the constituents and/or characteristics of the
discharge such that the discharge no longer qualifies for a General Permit;
Page 9 of 16

inadequate treatment or control facilities, lack of preventive maintenance, or careless or
improper operation.
h) Effect of an Upset - An upset constitutes an affirmative defense to an action brought for
noncompliance with technology based permit effluent limitations if the requirements of
paragraph c. of this condition are met. No determination made during administrative review of
claims that noncompliance was caused by-upset, and before an action for noncompliance, is
final administrative action subject to judicial review.
c) Conditions Necessary for a Demonstration of Upset - A permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous
operating logs, or other relevant evidence that:
i) An upset occurred and that the permittee can identify the cause(s) of the upset;
ii) The permitted facility was at the time being properly operated;
iii) The permittee submitted notice of the upset as required in this general permit, and,
iv) The permittee complied with any remedial measures required in this general permit.
d) Burden of Proof - In any enforcement proceeding, the permittee seeking to establish the
occurrence of an upset has the burden of proof.
5) Inspection and Entry - The permittee shall allow the Director or an authorized representative
(including an authorized contractor acting as a representative of the Director), upon the
presentation of credentials and other documents as may be required by law, to:
a) Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this general permit;
b) Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this general permit;
c) Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this general permit; and
d) Sample or monitor at reasonable times, for the purposes of assuring general permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
SECTION V
PERMIT ADMINISTRATION AND COMPLIANCE ISSUES
I ) Time of compliance:— Erosion and sedimentation control measures shall be maintained, and self -
monitoring shall continue, after the completion of construction and development until the
establishment of permanent ground cover sufficient to restrain erosion or until the financially
responsible party has conveyed ownership or control of the tract of land for which the erosion and
sedimentation control plan has been approved and the agency that approved the plan has been
notified. If the financially responsible party has conveyed ownership or control of the tract of land
for which the Erosion and Sedimentation Control Plan has been approved, the new owner or
person in control shall conduct and document self - monitoring until the establishment of permanent
ground cover sufficient to restrain erosion.
Upon establishment of permanent ground cover sufficient to restrain erosion, the permittee shall
request an inspection by the permitting authority to verify the adequacy of the ground cover.
Coverage under the permit shall end when a Sedimentation Inspection Report is issued
documenting the final stabilization of the site with adequate permanent ground cover. The signed
Sedimentation Inspection Report shall serve as a notice of termination.
2) Operation efficiency - During construction and until the completion of construction or
development and the establishment of permanent stabilization, the permittee shall provide the
operation and maintenance necessary to operate the storm water control measures and all erosion
and sedimentation control measures at optimum efficiency.
3) Corrective action - If inspections required by this permit identify a need for maintenance of control
measures, modifications or additions to control measures, or corrective actions to control sediment
Page 11 of 16

6) Civil and Criminal Liability_Except as provided in Section IV.3. of this permit regarding
bypassing of stormwater control facilities, nothing in this general permit shall be construed to
relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant
to NCGS 143- 215.3, 143- 215.6A, 143 - 215.68, 143- 215.6C or Section 309 of the Federal Act, 33
USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish
kills, even though the responsibility for effective compliance may be temporarily suspended.
7) Oil and Hazardous Substance Liability - Nothing in this general permit shall be construed to
preclude the institution of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject to under NCGS 143- 215.75 et
seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore, the permittee is responsible
for consequential damages, such as fish kills, even though the responsibility for effective
compliance may be temporarily suspended.
8) Propegy Rights - The issuance of this general permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any infringement of Federal, State or local laws or
regulations.
9) Severability - The provisions of this general permit are severable, and if any provision of this
general permit, or the application of any provision of this general permit to any circumstances, is
held invalid, the application of such provision to other circumstances, and the remainder of this
general permit, shall not be affected thereby.
10) Dui to Provide Information - The permittee shall furnish to the Director, within a reasonable time,
any information which the Director may request to determine whether cause exists for modifying,
revoking and reissuing, or terminating the certificate of coverage issued pursuant to this general
permit or to determine compliance with this general permit. The permittee shall also furnish to the
Director upon request, copies of records required to be kept by this general permit.
l 1) Signatory Requirements
a) All applications, reports, or information submitted to the Director shall be signed and certified
as follows:
i) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the
manager of one or more manufacturing production or operating facilities provided the
manager is authorized to make management decisions which govern the operation of the
regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures
to assure long term environmental compliance with environmental laws and regulations;
the manager can ensure that the necessary systems established or actions taken to gather
complete and accurate information for permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in accordance
with corporate procedures.
ii) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
iii) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b) All reports required by the general permit and other information requested by the Director
shall be signed by a person described above or by a duly authorized representative of that
person. A person is a duly authorized representative only if
i) The authorization is made in writing by a person described above;
ii) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant manager,
operator of a,well or well field, superintendent, a position of equivalent responsibility, or
an individual or position having overall responsibility for environmental matters for the
Page 13 of 16

SECTION VI
DISCHARGE MONITORING AND TURBIDITY LIMI'I'ATIONS
This General Permit does not include requirements for numeric limits for discharges from construction
sites. However, the next reissuance of this North Carolina Construction General Permit (NCG 01) is
scheduled for five years from the date of approval of this permit and will contain effluent limitations as
required in Subpart B- Construction and Development Effluent Guidelines of Part 450 of the Code of
Federal Regulations.
SECTION VII
DEFINITIONS
1) Act or "the Act" or CWA - The Federal Water Pollution Control Act, also known as the Clean
Water Act, as amended, 33 USC 1251, et. seq.
2) Best Management Practices (BMPs) - Schedules of activities, prohibitions of practices,
maintenance procedures, and other management practices to prevent or reduce the pollution of
waters of the United States. BMPs also include treatment requirements, operation procedures,
and management practices to control site runoff, spillage or leaks, sludge or waste disposal, or
drainage from raw material storage.
3) Bypass - The intentional diversion of stonmwater from any portion of a stormwater control
facility.
4) Control Measures - Refers to any BMP or other structural or non - structural practices and
procedures used to prevent or reduce the discharge of pollutants including practices to control
erosion and sedimentation.
5) Director - The Director of the Division of Water Quality.
6) Division - The Division of Water Quality, Department of Environment, and Natural Resources.
7) EMC - The North Carolina Environmental Management Commission.
8) Erosion and Sedimentation Control Plan - A plan developed in compliance with the North
Carolina Sedimentation Pollution Control Act of 1973 to prevent the erosion and deposition of
sediment and other materials into the waters of the State from construction or other land -
disturbing activities that disturb one or more acres of land. Each plan must be approved by the
NC Sedimentation Control Commission or a program delegated by the Commission to a local
government.
9) Ground cover - Any vegetative growth or other material which, when applied to the soil
surface, renders the soil surface stable against accelerated erosion.
10) Normal Business Hours - These are generally considered to be between the hours of 6 a.m. and 6
p.m., or when workers are normally present on the construction site. Weekends and federal holidays
are not considered normal business hours unless construction activities are taking place on the site
during those times.
11) Permitting Authority - The permitting authority is the agency that issues the permit. The Division of
Water Quality is the delegated NPDES permitting authority and issues this permit. However, some
erosion and sedimentation control activities are performed by Division of Land Resources or the
locally- delegated programs. Other activities may be shared by the two divisions and the local
programs. The Land Quality Section of the Division of Land Resources and the Surface Water
Protection Section of the Division of Water Quality maintain a Memorandum of Understanding that
specifies specific roles of the two divisions and the local programs and will be used to assign
specific control and oversight activities between the agencies.
12) Permanently Cease - When all or part of the land disturbing activity is complete and no additional
alteration or disturbance of the land surface is planned prior to final stabilization.
13) Permanent Stabilization - When all soil disturbing activity is completed and exposed soils have been
stabilized with a vegetative cover with a density of at least 80% or covered with a structural
stabilization method. Permanent perennial vegetation may include the use of sod, shrubs and ground
cover plants mixed with mulching, aggregate or other landscaping techniques. Structural methods
include concrete, asphalt, retaining wall or other stabilization techniques.
Page 15 of 16

Planning and Development
Department
Town of Nags Head
Post Office Box 99
Nags Head, North Carolina 27959
www.townofnagshead.net
August 22, 2012
pnST,E�
Bissell Professional Group
Attn: David Klebitz
PO Box 1068
Kitty Hawk, NC 27949
Dear Mr. Klebitz,
F-
SEP 7 2012 I
____j
', -T T1 ^ ^s,�1n,GF(IENT
ELI7 ABD h GiTY
Telephone [phone]
FAX [phone]
Please be advised that on August 21, 2012 the Planning Board of the Town of Nags
Head reviewed the Site Plan Amendment/Conditional Use request expand the
Nags Head Self Storage Facility to accommodate outdoor storage of boats and
recreational vehicles. The Board voted unanimously to recommend approval of
the request with the condition that a Buffer Yard C be installed along the
northern property adjacent to the Outer Banks Realtors Association building.
The Board of Commissioners will consider this item at their meeting on
September 5, 2012, at 9:00 a.m.
If you should have any questions, please do not hesitate to contact me at 449-
6042.
Sincerely,
`/ } W ��
i 1
Kelly Wyatt
Zoning Administrator

Improvement Permit
County of Dare
PO Box Drawer 1000
Manteo, North Carolina 27954
DARE COUNTY DEPARTMENT OF PUBLIC HEALTH
An Improvement Permit (IP) issued pursuant to this application is not affected by change in ownership
provided the site and wastewater characteristics remain unchanged. An IP issued with a plat is valid
without expiration. An IP issued with a site plan is valid for 60 months from the date of issuance.
PIN: 989313027575 Parcel: 026800000 Permit 4: 20870
Owner Name: NAGS HEAD SELF STORAGE, LLC Permit Date: 7/24/2012
Owner Address: 600 22ND ST #400 Comm / Res: Commercial
-- Owner Phone: [phone]
VIRGINIA BEACH VA 23451
DBA: Storage
Location: 209 W EIGHTH ST
Subdivision: FRESH POND BEACHES
Category of System:
Type of Tank:
Type of System:
Arnount of Tile (feet):
Rock Under (inches):
No. of Bedroorns:
Sleeping Capacity (persons):
Type of Water:
Feet from Water Supply:
Feet from Property Line:
Comments:
S -25
LotBlockSect: LOT: ERROR IN DESCRIPTIOI
S -25
RECEVED
S -25
0
Width of Ditch: 0
0
Rock Above (inches): 0
0
{
I
S -25
Previous Permit #: --
0
Feet from Body of Water: 0
0
Feet from Building: 0
r 'hone:-
(25`2) 475 -5080
DARE COUNTY DEPARTMENT OF PUBLIC HEALTH
An Improvement Permit (IP) issued pursuant to this application is not affected by change in ownership
provided the site and wastewater characteristics remain unchanged. An IP issued with a plat is valid
without expiration. An IP issued with a site plan is valid for 60 months from the date of issuance.
PIN: 989313027575 Parcel: 026800000 Permit 4: 20870
Owner Name: NAGS HEAD SELF STORAGE, LLC Permit Date: 7/24/2012
Owner Address: 600 22ND ST #400 Comm / Res: Commercial
-- Owner Phone: [phone]
VIRGINIA BEACH VA 23451
DBA: Storage
Location: 209 W EIGHTH ST
Subdivision: FRESH POND BEACHES
Category of System:
Type of Tank:
Type of System:
Arnount of Tile (feet):
Rock Under (inches):
No. of Bedroorns:
Sleeping Capacity (persons):
Type of Water:
Feet from Water Supply:
Feet from Property Line:
Comments:
S -25
LotBlockSect: LOT: ERROR IN DESCRIPTIOI
S -25
Size of Tank: 0
S -25
0
Width of Ditch: 0
0
Rock Above (inches): 0
0
0
Gallons per Day: 0
S -25
Previous Permit #: --
0
Feet from Body of Water: 0
0
Feet from Building: 0
permit to add parking area for storage of ry and boats approve as shown on approved site plan
Note: This Permit is issued subject to all provisions of the 15A NCAC .1900 riles governing the installation of septic
systems. The person making the installation must notify the Health Department when the septic tank system is ready for
inspection. If any septic tank system or part thereof is covered before being inspected and approved, it shall be uncovered
at the direction of the Health Officer at the expense of the one responsible for making the'installation.
Issued, $y-
�` 4Da Environmental Health Specialist
S -25
Sewer Permit Fee: $0 7/24/2012
Z
Applicant D to

I DWQ USE ONLY
Date Received I Fee Paid I Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resourc s I
Division of Water Quality SEP ] 2 1012 j
STORMWATER MANAGEMENT PERMIT APPLICATION F " �J
This form ntay he photocopied for use as nit original �'� <<<; r' ^ `''' r, P '­: E;`a
j ELI, „'H N U�T1`
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans
specifications, letters, operation and maintenance agreements, etc.):
Nags Head Self Storage - Boat and RV Storage Area Expansion
2. Location of Project (street address):
209 West Eighth Street
City:Nags Head County:Dare County Zip:27959
3. Directions to project (from nearest major intersection):
The proposed development site is most accessable at the south west terminal end of S Gannett St
S. Gannett St is located off of W. Eighth St approximately 500 ft west of the intersection of W Eighth St and
S. Croatan Hwy (US 158). W. Eight St. runs along the border between Nags Head and Kill Devil Hills
4. Latitude:35* 59' 30.21" N Longitude:750 38' 58.69" W of the main entrance to the project
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* "provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
®LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation /Erosion Control: 1.4 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project /Permit Number,
issue date and the type of each permit
Form SWU -101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: Nags Head Self Storage. LLC c The Runny ede Cor oration f Mana er
Signing Official & Title: Michael 1. Barrett CEO & Vice President of The Runnymede Corporation
b. Contact information for person listed in item 1a above:
Street Address:600 22nd Street, Suite 400
City:Virginja Beach State:VA Zip:23451
Mailing Address (if applicable): same
City:
Phone: (757 ) 422 -1568
Email :[e-mail]
State: Zip:
Fax: (757 ) 422 -9815
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:
Signing Official & Title;
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
Fax: ( )
13. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organization: The Runnymede Corporation
Signing Official & Title: Donald 1. Frederick, Vice President of Finance
b. Contact information for person listed in item 3a above:
Mailing Address: 600 22nd Street Suite 400
City:Virginia Beach State:VA Zip:23451
Phone: (757 ) 422 -1568 Fax: (757 ) 422 -9815
Email: difrederick ®runrrymedecorp com
4. Local jurisdiction for building permits: Town of Nags Head
Point of Contact. Lily Campos Nieberding Phone ##: (252 ) 441 -7016 ext. 6048
Form SWU -101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
I. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated through the provision of permeable pavement and an on -site
infiltration basin.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulations) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasguotank River basin.
4. Total Property Area: 2.69 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: 2.69 acres
' Total project area shall be calculated to exclude the following: the normal pool of impounded strictures, the area
between fire banks of streams and rivers, the area below the Nonnal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area ns used to
calculate overall percent Intilt upon area (BUA). Non - coastal wetlands lmidward of the NHW (or MHW) lime znay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 59.9
9. How many drainage areas does the project have? 1 (For high density, count I for each proposed engineered
stonnnwater BMP. For low densihj and other projects, use I for the whole properly/ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Infori natinm
Drainage Area 1
Drainage Area
Drainage Area _
D_ rains _Area _
Receiving Stream Name
Atlantic Ocean
Stream Class *
SB
Stream Index Number *
99 -(7)
Total Drainage Area (so
63,333
On -site Drainage Area (sf)
63,333
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
39,232
% Impervious Area ** (total)
62
Impervious" Surface Area
Drains Area 1"
Drains Area _
Drainage Area _
Drainage Area _
On -site Buildings /Lots (sf)
0
On -site Streets (so
0
On -site Parking (sf)
22,740
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (sf)
16,492
Total (so:
1 39,232
* Streaur Class and Index Number can be detenuined at: http.J&ortal.ncdenr.or /zvg eb/`wg[ps ccsu /classifications
** In ervious area is defined as the built upon area inchiding, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* *� Report onnly that annount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU -101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union Countv: Contact DIPO Central Office staff to check if the project is located ivithin a Threatened &
Endangered Species watershed that niav be subject to more stringent stonnitater requirements as per NCAC 02B.0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O &M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/ /portalmcdennorg /web /wq /ws /su /bmp- manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from hgR: / /Rortal.ncdenr.org /web /wg /ws /su /statesw /forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map athM://12ortal.ncdenr.org/web/wg/­ws/su/­maRs.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from h!W: / /Rortal.ncdenr.org /web /wg /ws /su /statesw /forms does.
Initials
1. Original and one coley of the Stormwater Management Permit Application Form. ?M1L
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants //t
Form. (if required as per Part VII below) —7"`-
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O &M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hqp://www.envhelv.org/pages/onestopexj2ress.htm] for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including.
a. Development /Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off - site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU -101 Version 07Jun2010 Page 4 of 6
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9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHKrr prior
to submittal, (910) 796 - 7378.)
10. A copy of the most current property deed. Deed book: 1749 Page No: 137 >M K
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC TT
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and /or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www. secretary. state.nc.us /Corporations /CSearch aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hn:/ /portal.ncdenr.or web /wq /ws /su /statesw /forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the Iand, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and /or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Mark S. Bissell P E ,LTV /t> N/ KC,e: m--
Consulting Firm: Bissell Professional Group
Mailing Address: P.O. Box 1068
City: Kitty Hawk
Phone: (252 ) 261 -3266
Email:[e-mail]
State: NC Zip: 27949
Fax: (252 ) 261 -1760
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, iteiu 2 has been filled out, coueplete this
section)
I, (print or hjpe name of person listen in Contact Information, item 211) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Infornation, itene Ia) with (privet or hjpe name of organization listed in
Contact Inforvmtion, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU -101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and /or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name /Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility withouta valid
permit is a violation of NC General Statue 143 -215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143 - 215.6.
Signature: Date:
I,
a Notary Public for the State of . County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
0, L -'k is I V lv U
�TM
SEP
7 2012
----I
I, (print or hjpe uanre ofperson listed in Contact Information, itene 2n) Michael 1. Barrett. CEONP The Runnynnede Cor,,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules der 15A NCAC 2H.1000, SL 2006 -246 (Ph. II - Post Construction) or SL 2008 -211.
Signature:' Date: ai9 J key l 'Z
I, %� a Notary Public for the State of / .0 //� County of
do hereby certify that �iJJ�/�2�T% - personally appeared
before me this day of �[/G � /aZ . and a owledge the due 9X9euti9"f the application for
a stormwater permit. Witness my hand and official seal,
Anlla G. GioSso -_,
Commonwealth of Virginia
SEAL Commission Public
mission No. 329038
10 My Commission Expires 913012015
My commission expires ? �G
Form SWU -101 Version 07Jun2010 Page 6 of 6

GENERAL NOTES:
1.- NAGS HEAD SELF STORAGE, L.L.C. '
C/O THE RUNNYWEDE CORPORATION '
500 22ND STREET, SUITE 400
VIRGINIA BEACH, VA 23451
� 2. PROPERTY DATA: ADDRESS: 209 WEST EIGHTH S[, NAGS HEAD, NC 27059
PIN; 989313027575
REFERENCE: D.B. 1749. PG. 137; MB E1, PG 261; DARE COUNTY REGISTER OF DEEDS
3, ZONING AND LAND USE:
3.1. SUBJECT PROPERTY—
ZONING: COMMERCIAL SERVICES DISTRICT — C3
EXISTING LAND USE, W|N| STORAGE COMPLEX — CON0TIOI"�`ALU8[
PROPOSED LAND USE: W|N| STORAGE COMPLEX EXPANSION — CONDITIONAL USE AMENDMENT
3.2. ADJACENT PROPERTY—
NORTH: COMMERCIAL SERVICES W. EIGHTH STREET/PROFESSIONAL OFFICE
'
SOUTH: GENERAL COMMERCIAL ( RETAIL 8H0PP\NG CENTER
EAST: COMMERCIAL SERVICES C3 GANNETT AVENUE IMPROVED)
WEST: COMMERCIAL SERVICES (C3) MALLARD AYENUE (UNIMPROVED)
5.3. FRESH POND A.E.C.—
EASTERN LIMITS OF THE 1.200' FRESH POND A.E.C. NUN NORTH-3D�JTH THROUGH THE SUBJECT PROPERTY.
PURSUANT TO CAMA RULE 15A NCAC 07H,0405(n)A\(C). THE CONE7RUC7lON OF SEWERS AND OTHER POSSIBLE SOURCES OF POLLUTION
ARE PREVENTED WITHIN 500' OF THE FRESH POND' BETWEEN 500' AND 1,200`. SEWER SYSTEMS ARE PERMISSIBLE NTH LIMITATIONS.
THE EXISTING DEVELOPMENT'S WASTEWATER DISPOSAL SYSTEM IS LQCATED APPROX. 950 FEET EAST DF THE FRESH POND'
THE PROPOSED EXPANSION PROJECT PROPOSES IMPROVEMENTS VNTminiN THE LAST 100' OF THE A.E.C., HOWEVER. |T DOES NOT PROPOSE,
OR REQU|RE, A NEW WASTEWATER SYSTEM OR ANY MODIFICATIONS TO THE DEVELOPMENT'S EXISTING SYSTEM.
4 DEVELOPMENT SUMMARY:
THIS PROJECT PROPOSES TO EXPAND THE EXISTING NAGS HEAD SELF STORAGE FACILITY WITH THE ADDITION OF A BOAT AND RECREA11ONAL
VEHICLE (RV) STORAGE AREA, THE EXISTING FACILITY WAS CON37RUCTECAROUND 1985. THE PROPOSED STORAGE AREA WILL ADJOIN THE
EXISTING FACILITY TO THE EAST AND WILL INCLUDE A NEW CONTROLLED ACCESS OFF OF SOUTH GANNETT AVENUE TO THE EAST. NO
ADDITIONAL BUILDINGS ARE BEING PROPOSED AND THE STORAGE AREA ��LL BE SURFACED WITH A COMBINATION OF CONCRETE, GRAVEL AND
PERMEABLE PAVEMENT. ST0RMWATER WILL BE MANAGED ON—SITE BY ASYSTEW COMPOSED OF PERMEABLE PAVEMENT AND AN INFILTRATION
BASIN. THE EXISTING MANAGEMENT OFFICE WILL BE USED AND NO ADDITIONAL WASTEWATER, WATER OR PARKING WILL BE REQUIRED.
5. LOT COVERAGE DATA:
5.1. PARCEL AREA— = 117,285 S.F. AC.)
5.2. EXISTING COVERAGES-
5.21 EXISTING IMPERMEABLE COVERAGE `
EXISTING BUILDINGS: = 25,754 S.F.
EXISTING CONCRETE: 9,082 S.F. `
EXISTING GRAVEL: '
TOTAL = 42,392 S.F. �
5.2.2. EXISTING PERMEABLE QOVERAGE
EXISTING PERMEABLE PAVEMENT. = 7,500 S.F.
6`3. PROPOSED OOVERAGES-
5.3.1. PROPOSED IMPERMEABLE COVERAGE
PROPOSED CONCRETE = 3,884 S.F.
PROPOSED GRAVEL:
TOTAL ~~ 10,228 S.F-
5.I2. PROPOSED PERMEABLE COVERAGE:,
PROPOSED PERMEABLE PAVEMENT: = 21,917 SJF,
'
5.4. TOTAL LOT COVERAGES —
�4.1. '
TOTAL IMPERMEABLE SURFACE COVERAGE: ~^ 52,620 S.F.
TOTAL PERMEABLE SURFACE COVERAGE = 29,417 S.F.
TOTAL OPEN SPACE COVERAGE: = 35'189 S.F. (30%)
5.4.2. STATE OF NORTH CAROLINA STANDARD:
COMPLETELY IMPERVIOUS SURFACE = 52,828 S.F.
IMPERVIOUS PORllON OF PERMEABLE PAVERS: (60%, OF TOTAL PERMEABLE PAVEMENT SURFACE)
TOTAL = 70270 S.F. (59,87.)
8, F.E.M.A. FLOOD ZONE
THE SUBJECT PROPERTY |S LOCATED IN FLOOD ZONES. AE (EL 10) & X
AS REFERENCED ON F1R.M. COMMUNITY No. 375356 9893 J, MAP# 372S 8893 OO`\
REVISION DATE; SEPTEMBER 20. 2006 (SUBJECT TO CHANCE BYF.E.W,r".)
7. PARKING:
7.1. REQUIREMENTS: .
(1) SPACE PER EMPLOYEE LESS THAN 5 SPACES)
NO MORE THAN 5 EMPLOYEES ANTICIPATED = 5 SPACES REQUIRED
�.2. PROVIDED:
6 — EXISTING STANDARD SPACES
1 — EX|STlNG ACCESSIBLE SPACE '= 7 SPACES PROVIDED
7.3, THIS EXPANSION PROJECT PROPOSES TO ADD (42) 10`X30YTYP\ BGAT8: RV STORAGE STALL5.
{l THERE ARE NO WETLANDS ON THIS PROPERTY.
B. ESTIMATED AREA OF DISTURBANCE: 80,400 S.F,± /1.4 AC.)
10. BOUNDARY INFORMATION IS BASED ON A SURVEY TITLED "NAGS HEAD SELF STORAGE C0NPANYALTA/ACSM LAND TITLE SURVEY" PREPARED BY C.
ROBERT MORE i||. L-4184` OF BISSELL PROFESSIONAL QROUP, SEAL DATED 7-21-2004. SHEET OF 2
11. EXISTING SITE CDNOill0NS ARE BASED A COMBINATION OF THE ABOVE REFERENCED BOUNDARY SURVEY AND A FIELD SURVEY PERFORMED BY
MICHAEL D. BARR, L-1756, OF BISSELL PROFESSIONAL GROUP, DATED 8-18-2012. ALL EXISTING ELEVATIONS ARE BASED ON THE NAVD 1988
VERTICAL DATUM. SOME ADDITIONAL OFF—SITE CONDITIONS ARE PROVIDED F077 REFERENCE PURPOSES ONLY AND ARE BASED ON AN OVERLAY OF
2010 AERIAL IMAGERY OBTAINED FROM NCONEMAP'COW
12. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
13. THE DARE COUNTY HEALTH DEPARTMENT HAS APPROVED THE PROPOSED EXPANSION PROJECT THROUGH PERMIT #20870. DATED 7-24-12.
003"HEET
Know whatis belomml
Call before you dig.
'
PLAN
ECM ID
EXISTING CONCRETE MONUMENT
SIR @
SET IRON ROD
EIR 0
EXISTING IRON ROD
EIP
EXISTING IRON PIPE
pip
PINCHED IRON PIPE
A
TELEPHONE PEDESTAL
Wv
EXISTING FENCE LINE
X
WATER VALVE
py C
FIRE HYDRANT
'huye
WATER SERVICE METER
LIGHT POST
SINGLE POST SIGN
OHE
OVER HEAD ELECTRIC
M.B.L.
MAXIMUM BUILDING LIMIT
N.T.S.
NOT TO SCALE
P.C.
PLAT CABINET
D.B.
DEED BOOK
SL
SLIDE
SF
SQUARE FEET
AC
ACRES
'
PLAN
RIGHT OF WAY
PROPERTY BOUNDARY
----- ------ -----
ADJOINING PROPERTY BOUNDARY
-- -- — — --/»— -- — — — —
EXISTING GRADE CONTOURS
--------- ^^^ ---------
EXISTING DITCH CENTERLINE
EXISTING FENCE LINE
EXISTING TREE LINE
EXIST CULVERT PIPE (SIZE AS NOTED)
'huye
EXISTING GRADE SPOT ELEVATION
EXISTING GRAVEL SURFACE
B0SONO CONCRETE SURFACE
EXISTING PERMEABLE PAVEMENT SURFACE
TOP OF BANK
PROPOSED GRADE CONTOURS
nxn
PROPOSED STOR WATERSTAGE
PROPOSED FENCELINE
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED FINISHED GRADE SPOT ELEVATION
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE SURFACE
PROPOSED PERMEABLE PAVEMENT SURFACE
DRAINAGE FLOW DIRECTION

NO" OR FORMERLY
RDK INVE570MIENT COMPANY
C/O HART' S TEETER. INC.
LOT.- TR --1, BLOCK: 5 & 7
F;;'G. SL:- 132
KL-DEVIL HILLS
A,-
III
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
DARE COUNTY ABC BOARD STORE, LLC WILBUR WRIGHT WILBUR WRIGHT GOLASA HOLDINGS, LLC
LOTS 1-3 & B-10, BLOCK 4 LOTS 4,5,7&C. BLOCK 4 ASSOCIATION, INC. ASSOCIATION, INC. LOTS 11-16 & UN# LOT, BLOCK 4
1 1 1 FRESH PO :2, ND BEACHES
FRESH POND BEACHES FRESH POND BEACHES LOT 6, BLOCK 4 LOT D, BLOCK 4 PC S-68
PC: 2, SL: 68 PC: 2, SL:68 FRESH POND BEACHES FRESH POND BEACHES L
PC: 2, SU 68 PC: 2. SL:- 68
EXISTING
P --Z EO WOODEN
BARACADE
SOUTH GANNETT AVENUE AI
(50' R/W, PARTIALLY IMPROVED)
7'
SOP 19-1 w
w w 5pzz-,
S27*58'530E 340195;- R
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LECTRICAL Y—,
`EXISTING U OAK
TREE CLUSTER TO BE'
EXISTING CHAIN LINK m (SEE TREE PROTECTION rx,
w GUIDELINES SHEET 7)
FENCE TO BE
REMOVED
(APPROY 30-)
Sz,
3 dip 0
PIP
7—,
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4-
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47,
280.1'
EXISTING
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ON CONCRETE SLAB
Tk SLAB ELEVATION 11.75'
bas •
In S27 °58'53 "E EXISTING CHAIN LINK FENCE n, I , h� % -
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(OFFICE) 280.2'
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EX. WW DISPOSAL AFEZA
APPROXIMATE LOCATION
0
(APPROX. 960'± FROM FREZV I POND) 0
04
Z EXISTING CHAIN LINK FENCE
z
P1P 490.95' N27'58'53"W
13 E3 0 0
%IR 00473.37'
MALLARD AVENUE
(50' R/W. UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
jj
I ir
i.
Li N
I.
EXISTING
LOADING
AREA
T * F%E�,,
ru� . �f PGAID AEC
-wa
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERMELD LANDING
PC: C. SL:- 131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC- C, SL- 9A
( IN FEET )
I inch = 30 ft.
0
(L w
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z
zi
•
< ul
NOW OR FORMERLY
OUTER BANKS ASSOCIATION
=
uJ
OR REALTORS, INC.
(n
0 LD
LOT 4A. BLOCK 6
FRESH POND BEACHES
PC- E, SU 540
0
0
O
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41
17
0
Mao
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all
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EXISTING c k, ka-.4
LECTRICAL Y—,
`EXISTING U OAK
TREE CLUSTER TO BE'
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FENCE TO BE
REMOVED
(APPROY 30-)
Sz,
3 dip 0
PIP
7—,
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4-
-&XISTiNo,
47,
280.1'
EXISTING
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Tk SLAB ELEVATION 11.75'
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UMPSTIEW PAD
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7-1 2D' MBL
EX. WW DISPOSAL AFEZA
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(APPROX. 960'± FROM FREZV I POND) 0
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P1P 490.95' N27'58'53"W
13 E3 0 0
%IR 00473.37'
MALLARD AVENUE
(50' R/W. UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
jj
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Li N
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EXISTING
LOADING
AREA
T * F%E�,,
ru� . �f PGAID AEC
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NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERMELD LANDING
PC: C. SL:- 131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC- C, SL- 9A
( IN FEET )
I inch = 30 ft.
0

1
PROPOSED
6" TYF; ",AL FIRE HYDRANT ASSEMBLY
W% F" TAPPING SLEEVE AND VALVE
(SEE DETAIL ON SHEET 7)
{!jORDINATE INSTALLATION WITH
DMGN ENGINEER AND TOWN OF
NAGS HEAD PUBLIC WORKS
DEPARTMENT
I
A
N:W OR FORMERLY
RDK IN *'STMENT COMPANY
C/O HARRIS TEETER, INC.
LOT: 7 BS, BLOCK: 5 & 7
PC: G. SL-. 132
;KILL DEVIL HILLS
1
2OtaE
A ZONE X
FEM
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I[
�t
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
DARE COUNTY ABC BOARD STORE, LLC WILBUR WRIGHT WILBUR WRIGHT
LOTS 1--3 & 8 -10. BLOCK 4 LOTS 4,5.7 &C, BLOCK 4 ASSOCIATION, INC. ASSOCIATION, INC.
FRESH POND BEACHES FRESH POND BEACHES LOT 6, BLOCK 4 LOT D, BLOCK 4
PC-2, SL-68 PC: 2. SL: 68 FRESH POND BEACHES FRESH POND BEACHES
PC:2, SL,68 PC:2, SL:68
i
t
.....E;'a EXISTING
PROPOSED WOODEN
t� 15° DRVIEWAY CULVERT r ARACADE
SOUTH GANNETT AVENUE -- vvzH10 Bnz -Kr2- — (SEE DETAILS SHEET 4} PROPOSED
I E (54' RfW, PARTIALLY IMPROVED} �� �� --- AFi?IiAKTFR SFf IiRETY
MALLARD AVENUE
(50' RAV, UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC:G, SL-323
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT. BLOCK 4
FRESH POND BEACHES
PC: 2, SL: 68
�r
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z
Z
a
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z
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0
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0
e
0
m
s
R -fts
EXISTING
LOADING
AREA
M, f0zk Fi?EgH POND
TIE NEW FENCE
TO EXISTING
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERFIELD LANDING
PC: C, SL:131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC: C, SL 9A
GRAPHIC SCALE
�6lfl
( IN FEET )
I inch = 30 ft.
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so
PROJECT NO:
417

NOW OR FORMERLY
RDK I!'3`'�`ESTMENT COMPANY
C/O i'ARRIS TEETER, INC.
LO' 771 B1, BLOCK: 5 & 7
PC: G, SL: 132
KILL DEVIL HELLS
w
W
W o
~ al
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
MALLARD AVENUE
(50' R/W, UNIMPROVED)
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
PROPOSED
SILT FENCE
LENGTH: 490 L.F.±
SHOWN INSIDE DISTURBANCE F- ,OPOSED
LIMITS FOR CLARITY LIMITS OF DISTURBANCE
V-
•
s F
m
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+ F= LOADING
S6 + AREA
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i
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1 y
f 4.
f I•
PROPOSED
VEGETATED EARTHIN BERM
TOP ELEVATION: 11.25'
'1EIGHT: VARIES AS REQUIRED
TOP WIDTH,. 3'±
SIDE SLOPE: 3:1 (H: V)
(SEE INFILTRATION BASIN SECTIONS,
DETAILS AND CONSTRUCTION
v SEQUENCE NOTES ON SHEET 6)
EROSION CONTROL NOTE:
x THE BERM WELL ACT AS
z PERIMETER DIKE DURING
CONSTRUCTION AND MUST BE
z TEMPORARILY OR PERMANENTLY
s
STABILIZED WITHIN 7 DAYS OF
o ITS INSTALLATION.
z
z -'
in
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLG
SATTERFIELD LANDING:
PC: C, SL:131 C
NOW OR FORMERI:f
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL L073,
PC: C, SL: 9A
tv
r,
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
DARE COUNTY ABC BOARD
STORE, LLC
WILBUR WRIGHT
WILEUR WRIGHT
j
LOTS 1 -3 & 8 -10, BLOCK 4
LOTS 4,5,7 &C, BLOCK 4
ASSOCIATION, INC.
ASSOCIATION, INC.
FRESH POND BEACHES
FRESH POND BEACHES
LOT 6, BLOCK 4
LOT D. BLOCK 4
PC: 2, SL: 68
PC: 2. SL: 68
FRESH POND BEACHES
FRESH POND BEACHES
PC:2, SL:68
PC: 2, SL: 68
t
PROPOSED
15 "0 DOUBLE WALL H.D.P.E
CULVERT PIPE
LENGTH: 45'
INV. IN:7.75 (S)
k tt
INV. OUT:7.65 (N)
it
(SEE FLEXIBLE PIPE DETAIL
SHEET fi )
PROPOSED
EROSION CONTROL
VEGETATED EARTHW BERM
THE BERM WILL A
F-iOP
EXISTING
P ELEVATION: 11.25'
PERIMETER DIKE I
}
PROPOSED
WOODEN
HEIGHT: VARIES AS REQUIRED
HEI
CONSTRUCTION AND
CON.'STRUCTION ENTRANCE
! BARACADE
TOP WIDTH: 3±-
TEMPORARILY OR PER
SOUTH GANNETT AVENUE
SEE DETAIL SHEET 7)
',S
f
SIDE SLOPE: (H: V)
STABILIZED WITHIN 7
(50' R /W, PARTIALLY IMPROVED)
f
A NS,
(SEE INFILTRATION AND BASIN
ITS INSTALLATI
CONSTRUCTION
DETAILS AND CONSTRUCTION
w'
{azc)
(our)
I CURB AND GUTTER
SEQUENCE NOTES ON SHEET 6 )
DRAINA
COLLECTION I cht^NECTION
w \ t
A AROUND
w
W
W o
~ al
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
MALLARD AVENUE
(50' R/W, UNIMPROVED)
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
PROPOSED
SILT FENCE
LENGTH: 490 L.F.±
SHOWN INSIDE DISTURBANCE F- ,OPOSED
LIMITS FOR CLARITY LIMITS OF DISTURBANCE
V-
•
s F
m
a
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+ F= LOADING
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PROPOSED
VEGETATED EARTHIN BERM
TOP ELEVATION: 11.25'
'1EIGHT: VARIES AS REQUIRED
TOP WIDTH,. 3'±
SIDE SLOPE: 3:1 (H: V)
(SEE INFILTRATION BASIN SECTIONS,
DETAILS AND CONSTRUCTION
v SEQUENCE NOTES ON SHEET 6)
EROSION CONTROL NOTE:
x THE BERM WELL ACT AS
z PERIMETER DIKE DURING
CONSTRUCTION AND MUST BE
z TEMPORARILY OR PERMANENTLY
s
STABILIZED WITHIN 7 DAYS OF
o ITS INSTALLATION.
z
z -'
in
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLG
SATTERFIELD LANDING:
PC: C, SL:131 C
NOW OR FORMERI:f
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL L073,
PC: C, SL: 9A
tv

Luminaire Schedule
Symbol
Qty
I Label I
Arrangement
Description
LLF
Lumens /Lamp
Arr. Lum. lumens
Arr. Watts
Fc
5
A
SINGLE
PTH- FT- 250 - PSMH -F -HSS 25' M.H.
0.72:-?
1 22000
10089
241
12.9 :0.3
3
C
SINGLE
PTH -FT --250- PSMH -F 251 M.H.
0.725
122000
15242
241
Maintained Faotcandle levels Calculation Summary.
Label
JCalcType
Onits
Avg
Max 1 Min
Avg /Min
Max /Min
CalePts
JIlluminance
Fc
0. 80
3,4 :0.0
N.A.
N.A.
PARKING SUMMARY
lIlluminance
1, Fc
1,06
12.9 :0.3
3.53
9.67
LIGHTING NOTES:
1. ALL EXTERIOR LIGHTING SHALL COMPLY W €TH NAGS HEAD TOWN CODE,
CHAPTER 48, ARTICLE IX. OUTDOOR LIGHTING.
1 THIS PLAN WAS PREPARED TO MEET THE PARKING LOT LIGHTING STANDARDS
FOR A SELF - STORAGE COMPLEX USE THAT IS CLASIFIED AS LOW LEVEL
ACTIVITY iN ACCORDANCE WITH SEC. 48 -328 (a). THE STANDARD REQUIRES
THAT WHEN ALL LIGHT FIXTURES ARE CUTOFF FIXTURES, A LOW LEVEL
ACTIVITY SHALL MAINTAIN A MAXIMUM FOOTCANDLE OF 3.0 AND A MINIMUM
OF 0.2.
1 PROVIDE SHAKESPEARE MODEL BS30 --00 DIRECT BURIAL COMPOSITE
FIBERGLASS POLE OR APPROVED EQUAL.. INSTALL TO ACCOMPLISH A
MOUNTING HEIGHT (M.H.) AS DESCRIBED ON THIS PLAN. POLE AND
FOUNDATION SHALL MEET OR EXCEED CURRENT IBC COMPLIANT WIND LOAD
RATING.
4. ANY LIGHTING RELATED CHANCES TO THIS PLAN OR SUBSTITUTION OF THE
ITEMS SPECIFIED HEREIN WILL REQUIRE SUBMITTAL TO THE MUNICIPALITY
THROUGH THIS OFFICE PRIOR TO PRODUCTION AND INSTALLATION. THE
SUBMITTAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE ORDINANCE.
S. THIS LIGHTING PLAN REPRESENTS POiNT ILLUMINATION LEVELS AT THE
SPECIFIED SURFACE LOCATIONS CALCULATED FROM LABORATORY DATA TAKEN
UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING
ENGINEERING SOCIETY (TES) APPROVED METHODS. ACTUAL PERFORMANCE OF
ANY MANUFACTURER'S LUMINARIES MAY VARY DUE TO CHANGES IN
ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS/LED'S AND OTHER VARIABLE
FIELD CONDITIONS. CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS SUCH AS
BUILDINGS, CURBS, LANDSCAPING, OR ANY OTHER ARCHITECTURAL ELEMENTS
UNLESS NOTM.
This photometric array was prepared byI
W,G. Glitenwater & Associates Inc.
Eastern Region Sates Office of the Thomas Harris Co. Inc.
3093 Brlckhouse Ct
Virginia Beach, VA 23452
(757) 340 -1621 F'axd757) 340 -1764
mike @wgg- lnc.com
Address lighting related questions to o Michael Kitchen at
W.G, Glttenwater. Atl rights allowed intellectual property are
reserved,
Projects Fags Head Self Storage Locations KDH, NC
Dates 7/23/12 Files LO- 112310 Revsl
LSI LIG `
PATROT MODEL
ISSN A FULL L CUTOFF
DIE -C,L.ST ALUMINUM FIXTURE
'-€CRIZONTAL BURN
FORWARD THROW
250 't'fATT PULSE -START
WEETAL HALIDE BULB
THE (5) FIXTURE:- AROUND PARKING AREA SHALL
HAVE REAR MOUNTED EXTERNAL HOUSE SIDE SHIELDS
SHAKESPEARE DIRECT
BURIAL COMPOSITE
FIBERGLASS POLE
DR APPROVED EQUAL
36" SQUARE X e CONCRETE CAP CAN
BE CON714GUOUS WITH EDGE OF
SIDEWALK OR S?ARAiED AS REQUIRED
PULL BOX
ALL. ELECTRICAL SHALL BE
IN::TT ED UNDERGROUND
DECIDUOUS TI
STANDARD WA
(DE..0 IDtIOIIS
2ND BRANCH
3" OR WIDER
W/ META €. OR
12 GA. GAIN.
DO NOT PULL
6' LONG, SI'AK[...S,
DIAM, WOOD, OR S
Pt.O PER TREF. (D€
SPECIFIED BA
COMPACTED !
ANCHOR BOLTS AS REQUIR
BACKFiLL WITH POLECRETE .. = ^ "'
AS REQUIRED TO ATTAIN
JRRENT IBC COMPLIANT WIND
LOAD RATING
LI T POLE DETAIL
NOT TO SCALE
EVERGREEN TREE.
0
z
z
a
x
z I
z
z
o I
PRUNE ONLY DEAD OR DAMAGED
WOOD. DO NOT PRUNE
FLUSH TO BRANCH. LEAVE
SLIGHT STUB.
112 GA. GAIN. STEEL GUY WIRE,
ATTACH TO 2.4" MIN. STEEL
T -POST OR RFBAR STAKE, 3 PER
TREE, DO NOT PULL TAUT,
FLEX -PIPE, BARK PROTECTOR
SET • ROOTBALL 2 " -4" ABOVE FINAL_ GRADE,
REMOVE ENTIRE WIRE BASKET AND
BURLAP FROM TOP 1/3 OF ROOTBALL
AND ANY TWINE OR WIRE.
WHITE PVC AROUND WIRE TO MARK
AND PREVENT PEOPLE FROM
TRIPPING OVER WIRE,
4" DEPT}-€ WOOD CHIP MULCH
6" HIGH SAUCER AROUND PLANT
24 MIN. STEEL_ T -POST OR #4 REBAR
STAKE, FLUSH W/ GRADE:, THREE
PER TREE (EVERGREEN TREES)
MI N. 2 ROOTBALL
ROOTBAt.E... ROOTBALL
DECIDUOUS AND EVERGREEN
TREE PLANTING AND GUYING DETAIL
NOT TO SCALE
(GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER
AND CONIFEROUS TREES OVER 4' HT.)
ON STEEP SLG`1 S, PLANT SHRUB WITH
SAUCER ON D0,tNHILL SIDE ONLY.
PRUNE ONLY C�,D OR DAMAGED
BRANCHES.
4." DEPTH BAR,,•: MULCH, OR AS
INDICATED IN T ~fE SPECIAL.. PROVISIONS
PLANT ROOTBAL' 2" ABOVE FINAL GRADE, REMOVE:
PLASTIC OR ME7AL CONTAINER - FOR BAB
MATERIAL, REMt:VE BURLAP FROM TOP
OF ROOTBALL �_? ANY TWINE OR WIRE.
6" SAUCER AR! -UND PLANT
SPECIFIED BACXFILL
COMPACTED Si!'3GRADE
FOR ROOTBOUW' CONTAINER STOCK, MAKE
ROOTBALL SHALLOW SCOPES ( 1/4 - 1/2 ) AMONG
SIDES OF ROO"?AL.L.
112 1/2
ROOTBAI.J._ ROOTBALL
DA, D'A.
SHRUB PLANTING DETAIL
NOT TO SCALE
)I
1 ffl
1 ffl
1
1 ff
ROUNDED CONCRETE
e
NOW OR FORMERLY
1
i
DARE - ' COUNTY ABC BOARD
STORE, LLC
€
6" D1A. STEEL SCH. 40 PIPE
LOT S,' 1-3 & 8 -10, BLOCK 4
^,
BOLLARD FILLED WITH
CONCRETE AND PAINTED
TE:
FRESH POND BEACHES
YELLOW.
f
.e
PC:2, SL-68
DESIGNED: QFIECKEO:
PAVEMENT (SEE DETAIL)
IIPG MIVTSB
-
DRAWN: APPROVED:
®
DMK MSB
°
Q.
.4
SHEET:
15 30 60
120
.
$
a
CONCRETE ENCASEMENT
( IN FEET )
a' TYPICAL
•e,
i inch = 30 ft.
e.a
$? .. • n ; 'e
BOLLARDS SHALT... BE PLACED ON
(~i" iN
EITHER SIDE AND JUST AHEAD
OF THE LIGHT POLE BEING
a ` . e', ..
PROTECTED.
MiN�-
TYPICAL BO"LLARD
DETAIL,
NOT TO SCALE
DECIDUOUS TI
STANDARD WA
(DE..0 IDtIOIIS
2ND BRANCH
3" OR WIDER
W/ META €. OR
12 GA. GAIN.
DO NOT PULL
6' LONG, SI'AK[...S,
DIAM, WOOD, OR S
Pt.O PER TREF. (D€
SPECIFIED BA
COMPACTED !
ANCHOR BOLTS AS REQUIR
BACKFiLL WITH POLECRETE .. = ^ "'
AS REQUIRED TO ATTAIN
JRRENT IBC COMPLIANT WIND
LOAD RATING
LI T POLE DETAIL
NOT TO SCALE
EVERGREEN TREE.
0
z
z
a
x
z I
z
z
o I
PRUNE ONLY DEAD OR DAMAGED
WOOD. DO NOT PRUNE
FLUSH TO BRANCH. LEAVE
SLIGHT STUB.
112 GA. GAIN. STEEL GUY WIRE,
ATTACH TO 2.4" MIN. STEEL
T -POST OR RFBAR STAKE, 3 PER
TREE, DO NOT PULL TAUT,
FLEX -PIPE, BARK PROTECTOR
SET • ROOTBALL 2 " -4" ABOVE FINAL_ GRADE,
REMOVE ENTIRE WIRE BASKET AND
BURLAP FROM TOP 1/3 OF ROOTBALL
AND ANY TWINE OR WIRE.
WHITE PVC AROUND WIRE TO MARK
AND PREVENT PEOPLE FROM
TRIPPING OVER WIRE,
4" DEPT}-€ WOOD CHIP MULCH
6" HIGH SAUCER AROUND PLANT
24 MIN. STEEL_ T -POST OR #4 REBAR
STAKE, FLUSH W/ GRADE:, THREE
PER TREE (EVERGREEN TREES)
MI N. 2 ROOTBALL
ROOTBAt.E... ROOTBALL
DECIDUOUS AND EVERGREEN
TREE PLANTING AND GUYING DETAIL
NOT TO SCALE
(GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER
AND CONIFEROUS TREES OVER 4' HT.)
ON STEEP SLG`1 S, PLANT SHRUB WITH
SAUCER ON D0,tNHILL SIDE ONLY.
PRUNE ONLY C�,D OR DAMAGED
BRANCHES.
4." DEPTH BAR,,•: MULCH, OR AS
INDICATED IN T ~fE SPECIAL.. PROVISIONS
PLANT ROOTBAL' 2" ABOVE FINAL GRADE, REMOVE:
PLASTIC OR ME7AL CONTAINER - FOR BAB
MATERIAL, REMt:VE BURLAP FROM TOP
OF ROOTBALL �_? ANY TWINE OR WIRE.
6" SAUCER AR! -UND PLANT
SPECIFIED BACXFILL
COMPACTED Si!'3GRADE
FOR ROOTBOUW' CONTAINER STOCK, MAKE
ROOTBALL SHALLOW SCOPES ( 1/4 - 1/2 ) AMONG
SIDES OF ROO"?AL.L.
112 1/2
ROOTBAI.J._ ROOTBALL
DA, D'A.
SHRUB PLANTING DETAIL
NOT TO SCALE
)I
1 ffl
1 ffl
1
1 ff
1 ff
1 ff I
1 �If l
1 II
1 ff
1 �T
1 fl
f SOUTH GALMINETT AVENUE
1 (50' R/W, PARTIALLY IMPROVED)
1 Il
1 D's
1 fi
• 10x70' S1GiiT
1 TRIANGLE
1 ,
1 �
1 �•
I°
o a l e A 5' WIDE GRASS YARD SHALL BE
a s3 INSTALLED ALONG THE P/L
0
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o ELECTRICAL ' O
0 O$ •
s
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Q iy ran I
! W .
A TYPE "C' BUFF0K YARD SHALL BE INSTALLED ALONG THE R/W
THE BUFFER YARD SHALL BE:
LENGTH: 135'*
VADTH. 5' MINIMUM WHEN INSTALLED 1
i HEIGHT: 5' MINIMUM WHEN INSTALLED
i PLANTINGS: 14,PANESE BLACK PINE TREES PLANTED 10' O.C.
1
WITH iRUSSiAN OLIVES PLANTED 3' O.C. IN BETWEEN. 1
1 I II OR APPROVED EQUAL
1 I II (SEE PLANTING DETAILS THIS SHEET) 3•
1
1 b....
1 .•. ..• ••• .•°
1 £XlSTiNG CHAiN LINK FENCE b
1 £XI
b 2
1 ' GR
F-1
.;
110,3'
9 ' ✓a lE)
1 I EXISTING k. '
ONE STORY Tn
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(OFFICE)
fl y 1 .. ..•. .k e• • 0 .
W1
1 EXiSiiN '
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0
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EX. WIN DISPOSAL AREA
6 ' APPROXIMATE LOCATION
1 C: F
(APPROX. 960'* FROM FRESH POND)
13 E3 El
1 -
1
1
1
1
1
1 I
1
1
{ I
I
li
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT 6, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT D, BLOCK 4
FRESH POND BEACHES
PC :2, SL-.68
A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W
EXISTING THE BUFFER YARD SHALL BE:
WOO LENGTH: 60'*
WOODEN ACADE WIDTH: 5' MINIMUM WHEN INSTALLED
HEIGHT. 3' MAXIMUM WHEN INSTALLED
PLANTINGS: RUSSIAN OLIVES PLANTED 3' O.C. PROPOSED
OR APPROVED EQUAL TYPE "A" POLE MOUNTED LIGHT FIXTURE - 4W
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL- 323
MALLARD AVENUE
(50' R /W, UNIMPROVED)
NOW OR FORME
GOLASA HOLDING
LOTS 11 -i6 & UN# LOT
FRESH POND SEA(
PC :2, SL-68
THE EXISTING TREE LINE WILL BE UTILIZED
ALONG THE REMAINING LENGTH OF R/W TO I
MEET THE " IFFERING REQUIREMENT
I.O, b.0 b.0 b.0 b.o b.o b.o b.o
30
0. 0)
:3
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NOW OR FORMERLY
NOW OR FORMERLY
e
NOW OR FORMERLY
1
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DARE - ' COUNTY ABC BOARD
STORE, LLC
1
LOT S,' 1-3 & 8 -10, BLOCK 4
LOTS 4,5,7 &C, BLOCK 4
' ESH POND BEACHES
TE:
FRESH POND BEACHES
1
f
PC: 2, SU 68
PC:2, SL-68
1 ff
1 ff I
1 �If l
1 II
1 ff
1 �T
1 fl
f SOUTH GALMINETT AVENUE
1 (50' R/W, PARTIALLY IMPROVED)
1 Il
1 D's
1 fi
• 10x70' S1GiiT
1 TRIANGLE
1 ,
1 �
1 �•
I°
o a l e A 5' WIDE GRASS YARD SHALL BE
a s3 INSTALLED ALONG THE P/L
0
$ p Q•
a�tr°
a
z ' f
z P
p W °
p f
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m
EXISTING
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wn is z LOT 4A, BLOCK 6 1 f
z p FRESH POND BEACHES
s. PC: E, SL: 540 EXISTING
o ELECTRICAL ' O
0 O$ •
s
yg0 z •I a
Q iy ran I
! W .
A TYPE "C' BUFF0K YARD SHALL BE INSTALLED ALONG THE R/W
THE BUFFER YARD SHALL BE:
LENGTH: 135'*
VADTH. 5' MINIMUM WHEN INSTALLED 1
i HEIGHT: 5' MINIMUM WHEN INSTALLED
i PLANTINGS: 14,PANESE BLACK PINE TREES PLANTED 10' O.C.
1
WITH iRUSSiAN OLIVES PLANTED 3' O.C. IN BETWEEN. 1
1 I II OR APPROVED EQUAL
1 I II (SEE PLANTING DETAILS THIS SHEET) 3•
1
1 b....
1 .•. ..• ••• .•°
1 £XlSTiNG CHAiN LINK FENCE b
1 £XI
b 2
1 ' GR
F-1
.;
110,3'
9 ' ✓a lE)
1 I EXISTING k. '
ONE STORY Tn
< ` r 6 ON CONCRETE SLAB
(OFFICE)
fl y 1 .. ..•. .k e• • 0 .
W1
1 EXiSiiN '
n ' CONCRETE y' ' y c£XIST€NGr, c
ECURITY v' a
ISTTNG
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0
12'X6(}' LOADING tVtA. °. ' m
EX. WIN DISPOSAL AREA
6 ' APPROXIMATE LOCATION
1 C: F
(APPROX. 960'* FROM FRESH POND)
13 E3 El
1 -
1
1
1
1
1
1 I
1
1
{ I
I
li
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT 6, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT D, BLOCK 4
FRESH POND BEACHES
PC :2, SL-.68
A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W
EXISTING THE BUFFER YARD SHALL BE:
WOO LENGTH: 60'*
WOODEN ACADE WIDTH: 5' MINIMUM WHEN INSTALLED
HEIGHT. 3' MAXIMUM WHEN INSTALLED
PLANTINGS: RUSSIAN OLIVES PLANTED 3' O.C. PROPOSED
OR APPROVED EQUAL TYPE "A" POLE MOUNTED LIGHT FIXTURE - 4W
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL- 323
MALLARD AVENUE
(50' R /W, UNIMPROVED)
NOW OR FORME
GOLASA HOLDING
LOTS 11 -i6 & UN# LOT
FRESH POND SEA(
PC :2, SL-68
THE EXISTING TREE LINE WILL BE UTILIZED
ALONG THE REMAINING LENGTH OF R/W TO I
MEET THE " IFFERING REQUIREMENT
I.O, b.0 b.0 b.0 b.o b.o b.o b.o
30
0. 0)
:3
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NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
e
FOX COMMERCIAL LOTS
,ry
PC: C, SL 9A
d!�°
e,
TE:
7 -19 -12 1 " =30'
DESIGNED: QFIECKEO:
IIPG MIVTSB
-
DRAWN: APPROVED:
DMK MSB
GRAPHIC SCALE
SHEET:
15 30 60
120
OF
CAI? FILE:
( IN FEET )
PROJECT NO:
i inch = 30 ft.
4171

W
.2D OR
3" MIN,
.
CONVENTIONAL CONCRETE CONTROL JOINT DETAIL
..
NOT TO SCALE SECTION VIEW
NOTES
MINIMUM PAVEMENT THICKNESS (D) = G" S x �2.9 WWF
REINFORCEMENT, PLACE 2" BELOW TOP OF SLAB
UNDOWEJED TRANSVERSE CONTRACTION OR LONGITUDINAL
JDiN'[ SAWED OR PRE-MOLDED. DO NOT DOWEL PAVEMENTS LESS THAN 7^ THICK.
CONVENTIONAL CONCRETE SPECIFICATIONS:
1. USE ACI CERTIFIED FLATWORK FINISHER
2. USE AQ 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS
3. USE AC} 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS
4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE |WQ]OA7ED. SHALL HAVE A
COMPRESSIVE STRENGTH OF 3.588 PSI AT 28 DAYS.
5. PREPARE THE SUBQRADE IN ACCORDANCE WITH THE GEOTECH41CAL ENGINEER'S
RECOMMENDATIONS FOR R|Q0 PAVEMENTS. SUBGRADE SOIL QEN8|TYTESTING MUST BE
COMPLETED AND VERIFIED BY THE GEOTECHN|CAL ENGINEER PRIOR TO CONCRETE
PLACEMENT.
0. IMPORTED SOIL USE FOR BACK RLLSHDULD BE FREE OFHE�/YCLAY, S!LTD, STONES,
PLANT
ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 11' IN DIAMETER IN ORDER TO ACHIEVE
ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROQ),D. ALTERNATE WILL BE T0
USE FLOWABLE RU_
7. KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT.
G. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 H0URS FROM TIME OF
PLACEMENT:
A. SIDEWALK-SPACING SHALL BE SAME AS WIDTH OF PA\&�iENT AND LESS THAN 5 FEET
IN LENGTH
B. PAVEMENT-MAXIMUM SPACING SHALL HE 2,5 TIMES THICKNESS IN UNIT OF FEET
AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT1O"x1V')
8. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF
THE FOLLOWING METHODS: WATER, PIGMENTED WATER-BASED CURING COMPOUND OR
V1SQUEEN AND BURLAP
GROOVED CR SAWN JOINT
I"INISHED GRADE (TO BE FIIL�D W1 JOINT
1 ./FT FINISH-= PAVEMENT
3000 PSI CONCRETE
PLAIN BUT JOINT
La, ASNOTED
Ud
�
�
�
=
��U�|����
' ��=" "`^~""
OVERFAl
IN FLOW ELEVATION
M
F8JEF,-., RECEIVING
MArER�4�'_ ELEVATION
THICKNESS (V) =1.5 x MAXIMUM �IAME71 ER-8" MINIMUM
SECTION VIEW
NOT 0 SCALE SEE PLAN FOR LOCATION
NOTES:
1. 'La'= LENGTH OF APRON. D|STANCE�a'SHALLBE SUFFICIENT
LENGTH TO DISSIPATE ENERGY.
2. APRON SHALL BE RECESSED AND ALIGNED 0TRA|GH-T.
3. FILTER MATERIAL SHALL 8E GE[TE0lLE FILTER FA%8RIGORU^TH|0t
MINIMUM GRADED GRAVEL LAYER.
' G^ AGGREGATE BASE COURSE /
TREATED 2"m0" MAY oEABUTTED
swn TO END FOR MAX. Spns^oEm SPREADER MUST BE
LENGTH ur50.PROVIDE INSTALLED LEVEL
xo�ouA7z suuponT«TJmwTn
/ . s^ MIN. 1^ MIN.
1o^ -
8' MIN, SPACING
FRONT VIEW
LEVEL SPREADER PLATE BOLTED
TO ANCHOR POSTS SPACED 0 S'
O.0 i AND AT EACH END
(SEE FRONT MEW DETAIL)
INFILTRATION BASIN BOTTOM
A SHALLOW DEPRESSION SHALL BE
G THE ENTIRE IN-SITU SOILS
CONSTRUCTED ALON
LENGTH OF THE UPSTREAM SIDE OF THE
-RAP TRENCH
IEVEL SPREADER PLATE. 12* WIDE x 6" DEEP RIP
LONGITUDINAL SLOPE: 0.0% "-S LINED W/ GEO-TEXTILE FABRIC ALONG
AVG. DEPTH: 6" ENTIRE LENGTH OF DOWNSTREAM SIDE
sccu spnm OR soo ncpnsosmw -~~~^"°`m`^+r^=```^` OF LEVEL SrxE"uEx ru^/E.
VIEW, SECTION
TYPICAL LEVEL SPREADER DETAIL
NOT TO SCALE SECTION VIEW
LEVEL SPREADER SPECIFICATIONS
1. Location - level spreaders are typically located at the inlet to an infiltration basin
and are intended to dissipate and uniformly distribute concentrated flows.
2, Length - the total length of the level spreader shall be constructed as noted on
the plan sheet.
3, Width - the average width of the level spreader shall be constructed as per the
details given on this sheet.
4, The Level spreader plate shall shall be constructed of treated 2%10" lumber and
shall be installed completely level over its entire length with a max. deviation of
5. Upstream depression shall be constructed in grade with dimensions as given in th e
detail on this sheet. Again, to ensure equal distribution, the depression shall be
constructed as longitudinally level as possible. Portions of the depression that are
not be lined with rip-rap shall be permanently vegetated as per the guidelines on
this sheet.
O. Qaotnxti|e fabric (filter cloth) oho|| be utilized in onaoa that will receive rip-rap
stone.
7. Rip-Rap - crushed aggregate (4^ to 5" typ') ohoU be p|onod in those urooa given
in the details on this sheet.
8. Maintenance - the level spreader uhoU be inspected after all large storm nvonts'for
damage that may result in poor future performance. Spreader ahoU remain level.
� opsw FACED FLEXIBLE psnmsA8aE FILL VOIDS WITH oLs^m
PAVEMENT SMALL BE TURFsmNE SAND FLUSH WITH TOP
""AND UNLESS OTHERWISE APPROVED OF PAVEMENT
nEFV*s |wyT^uLAnnw
CONCRETE PARKING On \ \
nmouw AS Np7so,ow puxN \ \
GRAVEL DRIVE
(SEE DETAIL
THIS SHEET)
*SURFACE SLOPE
FINISHED GRADE
24"V6", *000 PSI, REINFORCE (I MIN. OVERLAP) MIN. THICKNESS - ' RIBBON. on 0xw'
o
` �
nm
'
WHEN THE FINISHED GRADE SURFACE SLOPE (MAX �A
6.09r.) IS GREATER THAN THE SLOPE OF THE
SUBGRADE SURFACE (MAX 0.5V THE DEVIATION
Pnowosu THE DEPTH OF STONE SHALL NOT HE N "N
LESS THAN THE AMOUNT SPECIFIED.
IABLE (SHWT)
TYPICAL FLEXIBLE EMEAB E PAVEMENT INSTALLATION DETAIL
L
NO SCALE LOCATIONS AS NOTED
FLEXIBLE -PERMEABLE PAVEMENT NQTES:
1. WHEN INSTALLING AND CONSTRUCTING AROUND PERMEABLE PANEMENTS, THE DEVELOPER AND CONTRACTOR SHOULD
FOLLOW THE CONSTRUCTION TECHNIQUES AND GUIDELJNES PROADED UNDER ATTACHMENT "E" OF THE "NAGS HEAD
SELF STORAGE, BOAT AND RV STORAGE AREA EXPANSION, `
STORMWATEn MANAGEMENT REPORT.' THESE GUIDELINES ARE
�
PROVIDED To MINIMIZE COMPACTION npuwDERLYNG IN-SITU SOILS DURING INSTALLATION, ms WELL m] TO MINIMIZE
PAVEMENT CLOGGING OFTEN CAUSED BY ADJOINING UPLAND LAND DISTURBANCES.
RIP-RAP INLET/OUTLET
(SEE DETAIL THIS SHEET)
SEDwENTFOREBAY
SEED, SPRIG OR SOD
FOREBAY BOTTOM
LEVEL SPREADER
DEPRESSION
LEVEL SPREADER
(SEE DETAIL
THIS sxsEr
/
/mn xn
BASIN BOTTOM
COMPACTED ` . | '
SEDIMENT FOREBAY SECTION
TYPICAL GRAVEL SURFACE SECTION SCALE: 1 2' LOCATICIIN4 AS NOTED ON PLAN
NOTE:
SURFACING SHALL CONSIST OF FINE GRADING THE SPECIFIED PARK8V(_� 6b
DRIVE AREAS AND INSTALLING G^ OF AGGREGATE BASE COURSE(#7
STONE), THE SOIL SU8QRADE BENEATH SHALL BE COMPACTED TO AT
LEAST 95 % OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBAa,-:
FILL OR STONE BASE COURSE ALL SITE PREPARATION AND THE DESI, N
AND CONSTRUCTION OF ALL FOUNDATIONS, GROUND SLABS, AND
PAVEMENTS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS 3' TOP OF BERM WIDTH BERM RETURN WIDTH VARIES (5�-7')
PROVIDED BY A GEOTECHNICAL ENGINEER 2' CONC. RIBBON 6' SHOULDER 62'± AVG. BASIN TOP WIDTH
PERME-ABLE 5." DESIGN STORAGE ELEV.: 11.25' XFENCE ALONG
PAV&iIENT SEED, SPRIG OR SOD GRADUATED SEDIMENT 3.75 4.3" DESIGN STORAGE ELEV.: 11.15' SEED, SPRIG OR SOD
(SEE cirTAIL TYP. EDP SHOULDER GRADE BREAK ACCUMULATION 1.5' DESIGN STORAGE ELEV.: 10.50' SEED, SPRIG OR EARTHIN BERM BERM TOP AND SIDE
THIS SHEET) El FV., 11. , ELEV.. 11.0' BENCHMARK SOD BASIN SIDE ELEV..- 11.25' SLOPES
1/8"/FT SLOPE AS REQUIRED (SEE TABLE NOTE) (SEE TABLE FOR AREAS & VOLUMES) SLOPES ISTABILJZE THII
' | EXISTING GRADE
- ~..,~ .«'±
NATIVE SANDY FILL SOILS
NA71VE SANDY FILL SOILS
BASIN BOTTOM ELEV.:
UUKb & UiU 1 U 1=r% UU Ll=ka I UUIN Z:)r-%-o U pJIm 24' 2e � ~`-
NOT TO SCALE nCDv/ STD o~pu/ -`~` T7��� �� -'-
' �'``--''-'''---'---'-h�0Wl ��-� 8[- ---
1/r
R 24�
. �
| | GROOVED
CP SAWN JOINT 11/81/FT� 1/8"/FT FINISHED PAVEMENT/k�iRAVEL
FINISHED GRADE\ ! / � oacnu�w/Jmwr � ----U ~
INFILTRATION BASIN SECTION A
» u 4 e o
3000 PSI CONCRETE.
PLAIN BUT JOINT,_00
CURB & GUTTER DUMPSECTION
NOT TO SCALE NCDOT STD 846.01
1^ JOINTS SHALL BE PLACED AT 10' mTERvALm
2. EXPANSION SHALL BE pLAnso AT 90' INTERVALS, AND ADJACEWr To
ALL RIGID STRUCTURES.
3. ALL JOINTS SHAH BE FILLED NTH JOINT FILLER AND SEALER.
'
':
SCALE: 1 " = 2' LOCATION AS NOTED ON PLAN
ooupAursu suncnAoc PLAIN BUT JOIN r^ z oown RIBBON 5' SHOULDER 14!± AVmBASIN TOP WIDTH 3' TOP or BERM WIDTH BERM RETURN 'ADTH VARIES (7'-11Y)
4!-0" FLEXV(BLE 5.0" DESIGN STORAGE ELEV: 11.25'
PERMEABLE GRADUATED SEDIMENT
(SEE DETAIL snp BEmcnm^n^ ^'" & `� "E~'~` ~'~`~~-~E' '''-
VALLEY GUTTER ���7U�� THIS - �s�� ~~` ''~~ ' (scs n�ms won� 1.5DESIGN Srnnm» suE� /u�»
»E ELEV.: � -
'
NOT TO SCALE '''" (sss TABLE FOR ^ncAu voLuu oLopsn
Ak
SEE CONVENTIONAL CONCRETE SPECIFICATIONS THIS SHEET A�)
4" MIN OF
xppnovEo SUITABLE FILL W^TEnmL `
COMPACTED TO 957. MAX :ENSITY
AS DETERMINED BY ASTM -_10-98
TOP OF FILL.
ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS or THE CONSTRUCTION STANDARDS FOR
EXCAVATIONS /wonux'SArETr AND HEALTH REGULATIONS FOR
mo pwm'1�un�
---�~�-^ CONTRACTOR SHALL HAVE A COMPETENT p noowowros�m»z
UNDISTURBED SOIL -^ mLnmsaAND n*xuempunxpnon�nmwu ENGINEER rnACT
UPON ALL PERTINENT MATTERS op THE WORK.
- - �-'�--�---'k- '- x. ooworopcn*rsxsm�eomnwENT
OVER ANY PIPE CULVERT
~LASS 11, TYPE I A--V- - BELOW ����- UNTIL THE PIPE CULVERT HAS BEEN PROPERLY oxcwp/ucnAND
BACKFIII SHALL BE PLACED IN 6" LAYERS COVERED WITH xr LEAST o FEET op APPROVED MATERIAL,
AND vvmrx`/Ep TO ""% MAXIMUM "="SI'' a THE PIPE CULVERT INSTALLATION SHALL os INSTALLED /w
AS DETERMINED BY "v.m u698 TO ,x «uovE
ACCORDANCE WITH TYPICAL '`' ~ '^� /.o.= THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
HAUNCH ZONE- FULLY nupxuTso--- o.a= THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION,
o =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG THE PIPE FROM
MATERIAL THE TOP orTHE P�eroroE TOP oF THE smomNmosmroR THE BOTTOM np
LOOSELY PLACED SEI ECT � / on worussr*�w o' THE PAVEMENT STRUCTURE An THAT POINT.
CLASS FILL HEIGHT FOR FLEXIBLE uo.PsPIPE.
SECTION DIRECTLY ecwcATH PIPE uw -COMPACT AFTER p/ps IS MINIMUM FILL HEIGHT FOR PIPE m^12"xmo<mr-epr
^s PIPE SEATING AND mAoxnu- muAoomM PLACED &pmon no
��u
nu�a�n���m*��o"mr'mFc COMPACTION, p�xocusmropnu
' ' FILL HEIGHT FOR RIGID RCP PIPE.
w/w/umoF uxo w
mo��onnSawmvp/ps'Irc
w/w/ MUM r/u0000r FOR CLASS oum PIPE 'oFT.
� FLEXIBLE ��� INSTALLATION � � �mumnu*aom�c�n
^������u�z���u' �u���,m��xu�u������ ��u����x�' m� III PIPE nu
CLASS w PIPE 'ooFT,
NOT TO SCALE NCDOT STD 300DO1 CLASS V PIPE - 40 FT,
CLEAN SAND
NATIVE SANDY FILL SOILS
NATIVE SANDY FILL SOILS ... . ...
6.5+ AVG, BASIN BOTTOM NO 3
BASIN BOTTOM ELEV.: 10.0*
SAW
6SCINAL HIGH WATER TABLE HWPS�-
EIS
U�J��U 0���J K����U�� ������-������ ��
"n�o nu-nn�x�o x��xn u�x�^�o»� ������,v��o� ��
�
SCALE: 1^ = 2' LOCATION AS NOTED ON PLAN
INFILT INFILTRATION BASIN CONSTRUCTION SEQUENCE NOTES:
1' --- -'''-- BE USED TO M|N|OE COMPACTION OF SOIL ON THE THE FOLLOWING SEQUENCE IS m ADDITION TO THE *vnS/nwCuwm SEw"p.^= S^"�°°`� B~'-'- AND WALLS - OF INFILTRATION DEVICES. TO AVOID COMPACTING THE DRAINAGE WE0A, UNDER THE EROSION AND SEDIMENT CONTROL SPECIFICATIONS.
LIGHT EQUIPMENT AND C0N-''--7-N TECHNIQUES THAT W|N|�{ZE COMPACTION SHOULD BE 1' IN THE AREA OF THE PROPOSED INFILTRATION BASIN CLEA
RING AND GRUBBING SHALL BE
PERFORMED U�L��C LIGHT EQUIPMENT AND OONSTRUC�ON TECHNIQUES.
^-
2. RUN~ SHALL NOT 8E DIRECTED INTO AN INFILTRATION DEVICE UNTIL THE DRAINAGE AREA 2. THE EA-THIN BERM AROUND THE PERIMETER OF THE INFILTRATION BASIN SHALL BE CONSTRUCTED
|5 STABILIZED. A CONSTRUCTION SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED AND STABILIZED WITH TEMPORARY & PERMANENT VEGETATION. THIS WILL CREATE A TEMPORARY
T0 STABILIZE THE INFILTRATION DEVICE. SEDIMENT DURING CONSTRUCTION.
3. A W|N\MVW OF ONE OBSERVATION WELL
INCLUDED IN THE DESIGN OF AN 3' THE PROPOSED STORAGE AREA IMPROVEMENTS SHALL 8EINSTALLED AND GRADED ACCORDING TO
INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT THE DRAINAGE MEDIA IS FULLY THE PLAN.
DRAINING. THE MONITORING WELL SHALL CONSIST UF A 4 T 6 INCH, PERFORATED PVC PIPE 4. TRANSITIONAL SHOULDERS AND SIDE SLOPES BETWEEN THE STORAGE AREA AND THE PRO
POSED
WITH A LOCKING CAP. THE WELL SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY INFILTRATION BASIN SHALL BE GRADED AND 8TAB|UZED`NTH TEMPDRARY& PERMANENT
DR IN
- GENERAL LDCA710N OF THE LOWEST POINT WITHIN THE FACILITY, FACILITY, WITH THE VEGETATION. RIP-RAP OTECl]ON SHALL BE INSTALLED AS NOTED.
INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY. 5' ALL UNDESIRABLE SEDIMENTS AND TRASH ACCUMULATED WITHIN THE INFILTRATION AREA DURING
4` REFERENCE SIMILAR PERMEABLE PAVEMENT CONSTRUCTION TECHNIQUES AND GUIDELINES ' THE COURSE OF CONSTRUCTION SHALL BE REMOVED.
PROVIDED UNDER ATTACHMENT "E" OF THE "NAGS HEAD SELF STORAGE. BOAT AND RV 8. FINAL GRADING AND PLACEMENT OF CLEAN SAND MATERIAL WITHIN THE BOTTOM OF THE
STORAGE AREA EXPANSION, TqR�Y�J�� MANAGEMENT REPORT." INFILTRATION BASIN SHALL BE PERFORMED.
' 7. INSTALL LEVEL SPREADER, SEDIMENT BENCH MARK, MONITORING WELL AND FINAL PERMANENT
VEGETATION AS SPECIFIED.
FENCE ALONG
AVG. EXISTING GRADE
CUMULATIVE STORAGE
STAGE nEycmpnum sua/ KFMsU oonrxcs AREA (S.F.) (m -WE NEAREST FT)
BASIN BOTTOM
10.0
91100
0
1.50' STAGE
10.5
10,318
4,855
GRADE BREAK
11.0
11,552
10,326
-5.00' STAGF/TOP
11.25
17,000±
13,895
*C3" STAGE INCLUDES INTERSTITIAL STORAGE, 3.75' DOES NOT PER DWQ
BASIN STAGE-STORAGE TABLE
NOTE-
FOR -THE PURPOSES OF MAINTENANCE, « GRADUATED nswcxuxnx soxu
BE |wmnuLEo AT THE BASIN'S BOTTOM TO mo IN THE REMOVAL OF
ACCUMULATED SEDIMENTS AND RETURNING THE o«ow TO ITS uoauw
BOTTOM ELEVATION. RcpsncwnE npoRxnqm AND mmwTEmAwCc
DOCUMENTS FOR ADDITIONAL DETAILS.
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EROSION AND SEDIMENT CONTROL
,(_",(_j1NSTRUCTI0_T%z DETAILS
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
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3512 North Croctan Highway
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E L Kitty Hawk, North Carolina 27949
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Engineers, Planners, Surveyors
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Firm License # C-956
3512 North Croctan Highway
P.O. Box 1068
E L Kitty Hawk, North Carolina 27949
ki D [phone]
L
U FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists