20050870 Ver 1_Complete File_20050519

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 14, 2005
Sapphire, LLC
215 Brooke Ave.
Norfolk, VA 23510
Subject Property:
Aaron Hill Harbor
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0870
Dare County
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Ladies and Gentlemen:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.032 acres of waters to construct a pier and platform in Pamlico Sound, construct four
finger piers in the basin to create a total of 10 slips and relocate a boat ramp, as described in your
application received by the Division of Water Quality (DWQ) Wetlands/401 Unit on May 19, 2005.
After reviewing your application, we have determined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3400 covers these water impacts. This Certification allows you to
General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Waters 0.032 (acres) DCM-MP-1
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone:, 919-733-17861 FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetlands
o na
Ny` Caro
Ntimallly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Aaron Hill Harbor
Page 2 of 2
July 14, 2005
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal andlor civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions, are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
AWK/ Jm
Enclosures: GC 3400
Certification of Completion
Sincerely,
Ala AV. Klimek, P.E.
cc: Ben Seal, Jr. 5116 Lunar Drive, Kitty Hawk, NC 27949
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 050870AaronHiliHarbor(Dare)401 CAMA
e0
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary

18 May 2005
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
1?1 F/Y111

SUBJECT:
Applicant:
Project Location
Proposed Project
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
05v087-0

. weRW25
MAY 1 9 205
- WATER QUALITY
WErLDpNo AND ST FOWATER BRANCH
CAMA/DREDGE & FILL Permit Application Review
Sapphire, LLC
Aaron Hill Harbor Subdivision
On NC 12 (at milepost 43), on a m `almade canal and basin off the Pamlico
Sound in the Town of Salvo in Dare County, North Carolina
The applicant proposes to construct 12 dwellings (11 new homes and
upgrade an existing dwelling), construct an access road and parking areas,
relocate a boat ramp, construct a pier and platform in Pamlico Sound and
construct 4 finger piers in the basin to create a total of 10 slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 08 June 2005. If you have any questions regarding the proposed project, please contact David W.
Moye at 252-948-3852. When appropriate, in-depth comments with supporting data is requested.
REPLY: -?z 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
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net/
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Aaron Hill Harobr c% Sapphire LLC County Dare
Project Number 05 0870 County2
Recvd From DCM Region Washington
Received Date 5119105 Recvd By Region
Project Type Residential
Certificates Stream
Permit Wetland Wetland Wetland' Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. ' Basin Req. Req.
CAMA F_ O 1' O N F - 30-22 SA HQW 30,155. ?- ?-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: Q issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 353221 Longitude (ddmmss) 752835
Comments:
cc: Regional Office Page Number 1
Central Office
COASW
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary
18 May 2005
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
Q.
MAY 1. 9 2005
DENR. QUALITY
WERWAID ST WATEROWWATER BRANCH
CAMA/DREDGE & FILL Permit Application Review
Sapphire, LLC
Aaron Hill Harbor Subdivision
On NC 12 (at milepost 43), on a manmade canal and basin off the Pamlico
Sound in the Town of Salvo in Dare County, North Carolina
Proposed Project: The applicant proposes to construct 12 dwellings (11 new homes and
upgrade an existing dwelling), construct an access road and parking areas,
relocate a boat ramp, construct a pier and platform in Pamlico Sound and
construct 4 finger piers in the basin to create a total of 10 slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 08 June 2005. If you have any questions regarding the proposed project, please contact David W.
Moye at 252-948-3852. When appropriate, in-depth comments with supporting data is requested.
REPLY:
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
This agency has no objection to the project as proposed.
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet www.nocoastalmanagement.neV
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Aaron Hill Harbor for Sapphire, LLC
2. LOCATION OF PROJECT SITE: NC 12 (Milepost 43), on a manmade canal and basin off the
Pamlico Sound in the Town of Salvo in Dare County, North Carolina
Photo Index - 2000: 174-2052; F-20,21, G-19,20,21, H-19,20,21, 1-20,21 1995: 174-1797; E-
15,15, F-15,16, G-15,16, H-15,16, 1-15,16
State Plane Coordinates - X: 3,048,600 Y: 670,100 GPS Rover File # U032310A
Rodanthe Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 03/29/05 03/23/05
Was Applicant Present - NO NO
5. PROCESSING PROCEDURE: Application Received - 17 May 2005
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Limited Transitional (land), Conservation (land, water,
wetlands)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - Septic tanks and drain fields
Planned - Septic tanks and drain fields
(F) Type of Structures: Existing - house, 5 outbuildings, pool, boat ramp, bulkhead, 2 finger
piers with 4slips, breakwater
Planned - 12 homes, an access road and parking areas, and 5 finger
piers for 10 slips, boat ramp, pier and covered platform
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
nunnnPn RTT .T .Rn OTHER
(A) Vegetated Wetlands

(B) Non-Vegetated Wetlands t 1,429 ft2
shaded
(C) Other ± 163,350 ftz
Highground town homes, road
(D) Total Area Disturbed: ±3.78 acre (f 164,779 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SA Open: YES
8. PROJECT SUMMARY: The applicant proposes to construct 12 dwellings (11 new homes and upgrade
an existing dwelling), construct an access road and parking areas, relocate a boat ramp, construct a
pier and platform in Pamlico Sound and construct 4 finger piers in the basin to create a total of 10
slips.
Sapphire, LLC
Dare County
Aaron Hill Harbor
Express Permit Review Program
Project setting
Ben Seal, Jr., on behalf of Sapphire, LLC, has requested the attached application be processed
under the Express Permit Review Program, for a multi-unit housing development under the name
of Aaron Hill Harbor.
The project site is located in the Town of Salvo on NC 12 (at milepost 43), on a manmade
canal and basin system off the Pamlico Sound in Dare County, North Carolina. The applicant's
parcel of land comprises ±9.97 acres and is bisected by the aforementioned canal and basin. The
access canal is ±75' wide by ±300' long and the irregular shaped basin is ±125' wide by ±250' long.
A finger pier and associated tie pilings define two slips in the southeast corner of the basin. A finger
pier with associated tie pilings exist in the southwest corner of the basin defining an additional two
slips. A boat ramp is located in the northwest corner of the basin with an associated ±8' by ±30'
dock. Currently there is no decking on the dock or the two finger piers. The entire basin and the
south side of the access canal is bulkheaded. A deteriorated breakwater extends ±150' into the sound
off the southwest corner of the bulkhead at the canal entrance. The average water depth is ±3.75'
below the normal high water. The property is bordered on the north side by a manmade canal, and a
manmade canal and Cedar Creek border the property on the south side. The upland portions of the
adjoining properties are developed with dwellings but neither side has pier structures in the sound
proper. There is adequate area at the head of both the adjoining canals to tie up a small boat.
Currently, a house with a swimming pool and associated decks exist on the site between the
basin and NC 12. Scattered around the site are an additional 5 structures that served as quest houses
and/or storage. The project site around the basin and canal system with the exception of the north
side is vegetated with open areas of upland grasses as well as several oaks and numerous clumps of
pampas grass. The area around the house is also vegetated with ornamental shrubs. The portion of
the site that abuts NC 12 is vegetated with upland grasses, pines and pampas grass. The northwest
and southwest portions of the property have been delineated as Coastal Wetlands and are vegetated
with S artina alterniflora, Juncus roemerianus, S. patens, and S. cynosuroides
The applicant is currently working on raising the level of the front portion of the property
with sand in areas outside of Coastal Management jurisdiction.
The site is ±4' above the normal high water. The Estuarine Water of the Pamlico Sound in
this area is classified as SA by the Environmental Management Commission and is open to
shellfishing.

Sapphire, LLC
Dare County
Aaron Hill Harbor
Express Permit Review Program
Page Two
Project description
The applicant proposes to redevelop the site by removing the existing house and pool along
with the building nearest NC 12. Of the remaining 3 buildings, the one adjacent the canal on the
south side of the property will be left intact, and the two buildings adjacent the basin will be repaired
in the existing footprint (one will be converted into a residence and the other an accessory building
for the development). An additional eleven houses will be constructed around the east and south
sides of the basin. The three story dwellings will have a ±40' by ±60' footprint with 6 bedrooms in
each unit and all units tivill be pile supported. None of the proposed dwellings will be constructed
closer than 30' to the existing basin.
The existing 16' wide by 33' long concrete boat ramp and dock will be removed and the area
will be buikheaded and back-filled. A new:!-30'-,vide by ±12' long boat ramp is proposed on the
south side of the basin. The new boat ramp will be construct with the toe of the ramp in line with the
existing bulkhead and no excavation is proposed in the existing basin. The applicant proposes to
construct wing walls to stabilize the sides of the new boat ramp created by cutting into the existing
hiahground. A -5' wide by ±20' long finger pier is proposed in the center of the new ramp to ease in
loading and unloading, and a pump out will be located on this finger pier for the owners use.
Approximately 1,360' of 5' wide boardwalks are proposed around the east, south and west
side of the basin adjacent the existing bulkhead and will extend ±300' along the south side of the
access canal. Five-foot wide boardwalks are also proposed connecting units 6 through 11 to the
basin boardwalk. The existing -150' long breakwater will be repaired and a ±5' wide by ±75' long
access pier will be constructed on top of the structure with a ±l 5' by ±20' platform at the end of the
new pier. The platform will be covered with a -17' by ±22' roof (drip line) creating a gazebo as per
the attached plat.
The applicant proposes to construct four - 5' by 20' finger piers in addition to using the
existing 8' by 35' finger pier in the southwest corner of the basin. The existing finger pier in the
southeast comer of the basin will be removed to allow for 4 of the new slips in this area. Twelve
mooring pilings are proposed in association with the finger piers creating a total of 10 slips. The slip
size is based on an average boat size of ±25'. By restrictive covenant, the applicant is not allowing
any side to mooring along the existing bulkhead and has limited the total number of permanently
moored boats in the basin to 10.

The applicant proposes to construct an access road (Aaron Harbor Lane) that will access the
dwellings. Parking will be provided adjacent to and under each new unit as well as beside the
existing two buildings. The proposed access road will encroach within the 75' Estuarine Shoreline
_f
Sapphire, LLC
Dare County
Aaron Hill Harbor
Express Permit Review Program
Page Three
along the south and west sides of the basin. With the exception of the relocated boat ramp, no
impervious structures are proposed within 30' of the basin. The total amount of impervious surface
within the 75' Estuarine Shoreline has been calculated at ±21,979 ft' or ±10.1 % (includes the homes,
road and boat ramp approach).
Other than the ±16' of bulkheaded needed to close off the old boat ramp, and the new wing
walls for the new boat ramp, no additional shoreline stabilization is proposed for this project. The
existing water depth of ±3.75' eliminates the need for dredging. No grading or filling work is
proposed within 30' of the normal water level with the exception of the road area and boat ramp
described above.
Anticipated impacts
The construction of the pier, covered platform, and finger piers will result in the shading of
±1,429 ft' of sound and/or canal bottom and permanent mooring space for 10 boats (±25' in average
length). The project as proposed will result in the disturbance of±163,350 ftz (3.75 acres) of uplands
as a result of the development activities. The project as proposed will result in localized turbidity as
a result of the construction activities.
David W. Moye -18 May 2005

NARRATIVE
AARON HILLL HARBOR
MAJOR CAMA PERMIT
May 4, 2005
Aaron Hill Harbor is a 9.97 acre tract of land located on the sound side of NC Highway 12 at
Salvo, Dare County, North Carolina. The site has an existing boat basin which is bulkheaded on
the south and east. Access to the boat basin is provided by a boat ramp at the northeast corner
of the basin. The site also contains three existing singly family residential structures, a mobile
home and three accessory use buildings.
The owner, Sapphire LLC, plans a redevelopment project to convert to a single family group
housing project which will consist of building sites for eleven (11) 6-bedroom residences. In
addition, one of the existing accessory buildings will be remodeled for use as a residence for a
total of twelve residences. Two of the other accessories use buildings will be refurbished and
remain. All other structures will be demolished and or removed from the site.
The existing boat basin will become an amenity for the exclusive use of homeowners of Aaron Hill
Harbor and their guests. The existing boat ramp will be bulkheaded and filled in. A new boat
ramp will be constructed as shown on the plan. Four new finger piers will be constructed and one
existing pier will remain for a total of ten boat slips. Existing bulkheading and break water will
remain except where modifications are required for abandonment of the existing boat ramp and
construction of a new one. No excavation or dredging is planned below NWL. Upland excavation
and fill will be required for abandonment and reconstruction of the boat ramp. A fixed sewage
pump out facility and storage tank will be constructed in the vicinity of the new boat ramp.
Form I)CM-MIP-1
APPLICATION,
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Sapphire, LLC
Address 215 Brooke Ave. No. 1001
City Norfolk State VA
Zip 23510 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
b. City, town, community or landmark
Salvo
c. Street addressor secondary road number
SW Corner of NC 12'& Hooper Lane
d. Is proposed wryk within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Ben Seal, Jr. a. List all development activities you propose (e.g.
Name building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address 5116 Lunar Drive See Attachment
City Kitty Hawk State NC
Zip 27949 Day Phone [phone] b. Is the proposed activity maintenance of an existing
Cell: 252-202-2667 project, new work, or both? -- Both.
Fax c. Will the project be for public, private or commercial
Use? Private
c. Project name (if any) Aaron Hill Harbor
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
NOTE. perndtwillbe iswedin nameof kwdownerft),and/or additional pages. The purpose of the project i
project name. to dpvplo 12 building sites wi irh will be
individuals sold to who'may construct a
single family home with up to 6 bedrooms.
2, LOCATION OF PROPOSED Each individual homeowner will have access
to the private boat basin. The general
PROJECT public will not have access to the boat
basin. Three existing structures will be
renovated, one of which is included
a. County Dare within theuilding sites. The other
two are accessory use structures.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 9.97 Acres
b. Size of individual tot(s) 40 ft. x 60 ft. building
sites with remaninder as common areas.
c. Approximate elevation of tract above MHW or
NWL 4 feet
d. Soil type(s) and texture(s) of tract
ggna
Grass, pampas grass,
'e. Vegetation on tract
ine tree
f. Man-made features now on tract
See Attachment
g. What is the CAMA Land Use Plan land
classification of the site? (Consuh the local kind use p1m.)
Conservation
Developed
Rural
Transitional
Community
Other
Limited Transition
h. How is the tract zoned by local government?
S-1
1. Is the proposed project consistent with the applicable
zoning? x Yes No
(Atweh toning rnM,ph-n- eertifiaue, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes _x_ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X Yes
If yes, has a delineation been conducted.
(Attach doomsenwdon, if available)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)Surface water
runoff will be treated by a constructed
storm water wetland BMP prior to
discharge.
o. Describe existing drinking water supply source.
Dare County ater System
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195
Attachment To Form DCM-MP-1
Item 4f - Man-made features now on tract:
-Two existing single family homes to be removed
-Existing mobile home to be removed
-Three existing accessory use buildings to remain and be renovated
-Existing boat basin to remain
-Existing boat ramp to be relocated
-Existing swimming pool to be removed
Item 3a- Development of a group housing project consisting of twelve building sites; eleven proposed and
one existing to be renovated; each site to accommodate a 6 bedroom residence, construction of
infrastructure including driveways, parking pads, water, sewer, and all utilities. Four new finger piers are
proposed and one is in the existing boat basin for a total of five (5) to create 10 boat slips. The existing
boat ramp will be abandoned by bulk heading and filling. A new boat ramp will be constructed. New
bulkhead will be constructed associated with abandonment and reconstruction of the boat ramp.
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name H I Enterprises, LLC
Address P. 0. Box 428, Rodanthe, NC
Phone [phone]
Name John & Patricia-Fort
Address 27668 NC 12 Hwy Salvo. NC 27972
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None by current owner.
•' A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• , A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
TO ENTER ON LAND
6. CERTIFICATION AND PERMISSION
I understand that any permit issued in response to this
apolication will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This XW 005
is the and day of April-
Print Name A-I
Signature to4d
Iandowncr or Authorized Agent
please indicate attachments pertaining to your proposed
project-
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
Y_ DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Rerised 03195
?Y a
.?? •09 COUNTY OF DARE
. ?•
Planning Department
y ?nRn???C P.O. Box 1000, Manteo, North Carolina 27954
May 16, 2005
Linwood Stroud
Stroud Engineering
107-B Commerce Street
Greenville, NC 27858
Dear Mr. Stroud:
Manteo: [phone]
KDH Satellite: [phone]
Buxton: [phone]
On January 18, 2005, the Dare County Board of Commissioners approved a conditional
use permit for the proposed Aaron Hill Harbour Group Housing project in Salvo, NC.
This project is located in an area zoned S-1 and the proposed development is consistent
with this zoning district.
Sincerely yours,
Donna Creef
Senior Planner
LAND OF BEGINNINGS
10 'd 2999 22-b ZSZ '1d3a ONINNti-Id '00 3NOa
¦
¦
¦
¦
Wd £Z= I0 S0-9I-A"W ¦
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Finn
Existing PrQ*t
Irnath Width Depth Depth
Access
channel
(MLW) or (NwL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

12 30 3 3
feet feet feet feet

S i,-`!:M4 '.Cyr,:
i
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 0
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
approved 200 CY
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Spread on upland.
See grading plan (Sheet D-1)
b. Dimensions of disppoosal area See Grading
Plan - Sheet D-1
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? part of common area to be
maintained y homeowner s association.
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes _ X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 16 feet
c. Average distance waterward of MHW or NWL
28 feet
d. Maximum distance waterward of MHW or NWL
28 feet
e. Shoreline erosion during preceding 12 months
N/A
(Source of information)
f. Type of bulkhead or riprap material
Wooden Bulkhead
g. ! Amount of fill in cubic yards to be placed below
water level
(1) Riprap 0
(2) Bulkhead backfill 22.6 CY
h. Type of fill material sand
L , Source of fill material supplied- by contractor
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes No
b.
Will fill material be placed in coastal
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Erosion and
Sedimentation Control Plan has been
submitted to the Division of Land
-Resources
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe motor grader
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Ben Seal, Jr.
App t or Project Name
Signature •,'X„
April 22, 2005
Date
wetlands
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
X Yes No
a, Type and number of buildings, facilities, units or If yes, date submitted 02-28-05
structures proposed Site development and
infrastructure for twelve residential i. Describe proposed method of sewage disposal.
building sites. Septic tank with secondary treatment,
b. Number of lots or parcels Twelve (12) filtration and subsurface disposal.

j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? No; the site
units per acre) 1.20 Units/Acre (Anach appropriate documentation)
evaluation is complete. See atta he?i le to
d ?3- 4-0
k. b R b rt.L. U bler,ph. abe
D9cribe location an ? type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 3.75 Acres sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Storm water runoff will be treated by
e. If the proposed project will disturb more than one a storm water wetland BMP prior to
acre of land, the Division of Land Resources must discharge.
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land Dare County Public System
Resources? X Yes No
If yes, date submitted 02-28-05 m. Will water be impounded? Yes X No
If yes, how many acres?
f. List the materials (such as marl, paver stone,
or concrete) to be used for paved surfaces.
asphalt n. If the project is a oceanfront development, when
,
Brick pavers, asphalt was the lot(s) platted and recorded. N/A

Ben Seal, Jr.
g. Give the percentage of the tract within 75 feet of Applicant or Project Name
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by signature
impervious and/or built-upon surfaces, such as April 22, 2005
pavement, buildings, rooftops, or to be used for Date
vehicular driveways or parking. 10.5%
Revised 03/95
State of North Carolina
" Department of Environment and
Natural Resources
Washington Regional Office
Michael F. Easley, Jr., Governor
William G. Ross, Secretary
IT • •
?f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANM NATURAL RESOURCES
March 14, 2005
Robert Crawford, RSS
Dare County Environmental Health Dept.
P.O. Box 1000
Manteo, NC 27954Dare
RE: Aaron Hill Harbor Project, Salvo, NC
Dear Rob,
The above-referenced site was visited with you on December 9, 2004. Steven Price, LSS, with
Soil and Environmental Consultants had prepared a report for the site prior to our visit. Mr. Price
evaluated the site potential for a 5000GPD system utilizing pretreatment and a low pressure pipe
system in fill.
I performed 8 borings, to a depth of 54 inches, in the initial and repair areas proposed by Mr.
Price. Those borings revealed that the soil wetness condition was at least 18 inches below the
natural soil surface, with most borings revealing a 24-inch depth to soil wetness. The texture was
found to be sand at all depths. My borings confirmed the findings of Mr. Price. The LTAR
proposed for the system is 1.0 GPD/FT2, which is acceptable for an LPP system in fill provided
the effluent receives pretreatment to a TS-1 level prior to the LPP fields.
I have since looked at the mounding analysis for this proposal, which was done by S&EC. The
soil inputs appear to accurately reflect the conditions at the site. It appears that the model
assumes the sound to be located 200 feet from the proposed fields. This accurately reflects the
natural boundary conditions at the site needed for the model. Our engineering staff in Raleigh
will need to verify the accuracy of the calculations utilizing these inputs, prior to final approval
of the plans. If the calculations are accurate the proposed system would be suitable for the site,
because the mounding analysis shows that the water table will remain below the natural ground
surface, and the required 2 foot separation distance from the bottom of the LPP trenches to the
mounded water table can be maintained by the addition of fill to the site. My preliminary
calculations show that 3 feet of fill may be needed instead of 2.5 feet as specified in the S&EC
report.
All portions of the proposed LPP fields must be maintained 25 feet from the property line and
200 feet from the adjoining sound. My borings revealed that a portion of the proposed fields
contains gravel from a driveway located on the site. The depth of the gravel is about 6 inches
from the ground surface, This gravel should be carefully removed and replaced with clean san fill
prior to construction of system in that area. The Health Department should be present when this
943 Washington Square Mail, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
f
State of North Carolina
Department of Environment and
Natural Resources
Washington Regional Office
Michael F. Easley, Jr., Governor
William G. Ross, Secretary
1LT0.K;W'j
NCDENF;t
NORTH CAROLINA F_)EPAF3TMENT OF
ENVIRONMENT AND NATURAL RESOURCES
gravel is removed to make sure site disturbance, which could alter the site classification, is kept
to a minimum.
The plans for this system must be reviewed and approved by our engineering staff prior to the
issuance of an improvement permit for this system. If there are questions regarding this report
please cont1act me by e-mail at bob.uebler (a)ncmail.net.
Sincerely,
Robert L. Uebler, Ph. D.
Field Services Team Leader
943 Washington Square Mall
Washington, NC 27889
CC: Steven Berkowitz
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
05-16-05;11:33AM;
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Are")
Attach this form to Joint Application for CAMA Major o.
Permit, Form DCM-MP-1. So sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial -Community X private
(2) Number 1
(3) Length 75'
(4) Width 5
(5) Finger Plers X Yes No
6) Number U 1 (Exist)_
201
(ii) Length
(iii) Width 41 8
(6) Platform(s) x Yes No
(i) Number 1
(ii) Length 22' - drip line
(iii) Width 17 - drip 7.ine
(7) Number of slips proposed 10
(8) Proximity of strucntre to adj=At riparian
property lines located within exist boat
(9) Width of wator body NIA
• (10) Water depth at 3 tersw fr. end of pler at
> or 3+PVi?t`
NV
b. Boathouse (including covered lifts)
(1) N/A Commercial N/A Privato
(2) Length N/A
(3) Width N/A
c. Groln (e.g. wood, sheetpile, etc.)
(1) Number N/A
(2) Length(s) N/A
d. ]Breakwater (e.g. wood sheetpile, etc.)
(1) Length NSA
(2) Average dis 'p from MHW, NWL or
wetlands NN??
(3) Maximum distance beyond MNW, NWL or
wetlands N/A.
;252-987-2562 # 2/ 2
11 U. L.J I J 1, L
Mooring buoys
(1) 13L& Commercial ,community UA Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, siu, anchor, etc.)
(4) Width of water body NIA
(5) Distance buoy(s) to be placed beyond
shorollno N/A
f. Mooring structure (boatlift mooring Din s otc.)
(1) _..,,. Commercial _ otnmunity _ Private
(2) Number 12
(3) Length 18 feet
(4) Width 12 inch butt
g. Other (i/- -99dw sao"on)
basin
Ben Seal, Jr.
AppLLuol or hv7ga N
Sl?aatare
"Qj
April 22, 2005
Dote
Revised 03/95
JUL 20,2003 12:37 R.C. Willis Construction 757-499-4097
915 Brooke Avenue
Suite 1001
Norfolk, Virginia 23510
Phom [phone]
Fax: [phone]
Aaron Hill Harbor will have the attached covenants and deed notices
recorded against each lot prior to conveyance to property purchasers:
1. Attachment labeled A concerning wetlands in common areas of
Aaron Hill Harbor.
2. Attachment labeled B concerning drainage and storm water and
other issues.
3. Attachment labeled C concerning maintenance and operations of
storm water systems.
4. Attachment labeled D that reflects rules against docking vessels
alongside existing bulkheads as also shown on the application
plats.
Page 2
May` 04 05 11:16a Patricia Brindles 9414926193
k f Q cG?s
COMPLIANCE WITH WETI AND & BUFFER REGULATIONS
In attardance with 't'itle IS A N Af: 2U .050. the fulluwiag OECD ltti'1-1l•'St:A-FJ0N shaft be recorded in the D.Q'-
Cou®ly Reglasry prior to the convtynnet of tuts. Said fletd N0140016011 3hAlt sit liy to naoit of stubdlvislou, for aum%hcri in
f'aeah, ltorth trarsilioa as shve'a an ptnaa titled, r: rt , fF 5c'er:9,a,>>jinaerl Sefidivixian name) prepared by
(insert naint of drail;ner)datcd 4Atc_
'A pitrt4w of this itet hiS Ix:a+ dedcrtniced to mect flu; mquircincin fife dciipttalian 415 a w0lcnu). strnm-un or prutmital stream huliix. Any
;tthccyuan1 till or altualion nr(hit arcs .hall conform to the rcquiraneims artim 414 rota adopted by tiw S1014: tiff Nt nh Cp•+,•liau is f?,tic At the
Sims of the pmpt>Kd c{tcrutiun. 'PAW intent of this pniviselm ire to previatt uddiuortal w=bnd, stream at Mtttir Ming or deeming,?s1a ihG property
vwiy t Slejuld out anuotiv dial lr fulmi; npplitwium fav filling ar antiuing would be appruwd, '1'lw properly Alwner shatl Mr"Irl Ynt nattie 44 4".
kubdivicinn in Any application perminmg to said nrlat 'rhi+ onvcnant tS ineendcd to ensure continued compl4wo; with all fvlci tdopicd by the
;Kta, urNurtlt Caruiine mail tharefort: the: Shia of Nardi Can2linis tray enfetrca banetlts. -fibs envunant is to run wuh the land and shall tic btndiug
on all tianic.i Mttd all pcrspt,4 claiming uudcr them"
5?>?fJtk?t7 T LG?-,.
t tor, titatt;.:fip(:udt:
{.
! tljgI J, ?K C6111:t w Gr -rY
t
i; t$.. e_n&V. Ilk(.%C)5OV),uNoLuvPuhlicnfiliC ;mtv nfNuru Crtiliaa_
pct nally appcaQ b6oic rue this flay and at"o[cd by Atulvc c4rtilii;a[it7n, _
Wittx•5s my haul Anil naturial ,Cal, this, l ?7?.y or, g'fl C
t'ftttary t'atttitV'fi?'`? F . L '€, fly---
. (tiSy trontnlissien e,apues_ _ ?-?;? :v
t of t
t:uunty; hereby tinily that owncs
P.1
.................
411 MOM 2:39 PM
£ abL'l3 L60-66b-LSL UOTIOra UOD STTTTM "3'H CO:K EOOZ'gl 'lilt'
Aaron Hill Harbor
Storm Water Wetlands
Maintenance Agreement
1. Wetlands BMP and Vegetated filter will be inspected monthly or after every runoff
producing rainfall event for sediment build-up, erosion, and trash accumulation.
a. Accumulated sediment and trash will be removed as necessary.
b. The orifice will be checked and cleared of any obstructions such that the down
draw of the temporary pool occurs within 2 to 5 days as designed.
2. Eroded areas will be repaired and revegetated as needed and in a timely manner
based on the monthly inspections. Vegetation selection will be of the same species
as original plantings.
3. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected
monthly or after every significant runoff producing rainfall event. Trash and debris
will be cleared away from grates, curb cuts, velocity reduction devices and piping.
4. Accumulated sediment will be removed from the forebay and deep pool semi-
annually or when depth is reduced to 75% of the original design depth. Removed
sediment shall be disposed of in an appropriate manner and shall be handled in a
manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it
will give an accurate depth reading and not readily penetrate into accumulated
sediments.
When the permanent pool depth reads 1.88 feet in the deep pool, the sediment shall
be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be
removed.
5. Neither wetlands nor vegetated filters will be altered, piped, or filled in without prior
approval from NCDENR Division of Water Quality.
6. The water level in the wetland is controlled by an adjustable weir at the inlet structure
and an adjustable orifice plate at the outlet structure. These levels will not be
adjusted unless the adjusted level is approved by DWQ.
7. If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain shall be minimized to the
maximum extent practical.
All components of the wetland basin system shall be maintained in good working
order.
Attachment B
Page 2
Aaron Hill Harbor
Storm Water Wetlands
Maintenance Agreement
I acknowledge and agree by my signature below that I am responsible for the performance of
the six maintenance procedures listed above. I agree to notify DWQ of any problems with the
system or prior to any changes to the system or responsible party.
Print Name and Title: Ben Seal, Jr. Manager/Member
Address: 215 Brookes Ave. No. 1001, Norfolk VA 23510
Phone: [phone] Date:
Signature:
Note: The legally responsible party should nbLlk a homeowners association unless more than 50% of the lots have
been sold and a resident of the subdivision has been named president.
I, J?_ ?? Q . ,S frt,?t A. , a Notary Public for the State of Q--?
County of P,' f-r? , do hereby certify that 69' J A j/-,
personally appeared before me this ?fl- day of Mao I Z- a i
and acknowledge the due execution of the forgoing infiltrate n basin maintenance
requirements. Witness my hand and official seal,
o
TR
;?'J? •' 1
% ?®TA%, • Z
r
My commission expires Z Z? Z? a
Attachment B
DRAFT
NORTH CAROLINA
ONSLOW COUNTY DECLARATION OF RESTRICTIVE COVENANTS
THIS DECLARATION, made this day of , 2003, by Sapphire, LLC.,
with this principal place of business in the city of Norfolk, Virginia, hereinafter referred
to as the DECLARANT:
WITNESSETH:
WHEREAS, the declarant is owner of real property known as Aaron Hill Harbor,
a group housing development recorded in Map Book Slide _, Dare County
Register of Deeds, to which for a more particular description reference is hereby made,
and is desirous of subjecting said real property now to the protective and restrictive
covenants herein set forth, each and all of which is and are for the benefit of such
property and for each owner thereof and shall inure to the benefit of and pass and run
with the said property and each and every building site or parcel thereof, and shall apply
to and by the successors thereof; and
NOW, THEREFORE, the declarant hereby declares that the real property (Aaron
Hill Harbor) as hereinabove described is and shall be held, pledged, transferred, sold and
conveyed subject to the restrictive and protective covenants as set forth herein below:
ARTICLES I - XVIII
(reserved)
ARTICLE XIX
COASTAL STORM WATER MANAGEMENT
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Regulations and permit number to be issued to
Declarant by the Division of Water Quality under NCAC 2H .1000. The State of North
Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the stormwater management permit. These covenants are to run with
the land and be binding on all persons and parties claiming under them. The covenants
pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality. Alteration of the
drainage as shown on the approved plan may not take place without the concurrence of
the State.
Attachment C
(1) PERMITTED IMPERVIOUS AREA
The maximum allowable built-upon area is limited to those areas specifically
indicated on the Stormwater Management Plan as approved by the Division of Water
Quality plus 5,000 square feet of undesignated area. The construction of
undesignated impervious area shall be allowed only as authorized by the Board of
Directors of the Aaron Hill Harbor Homeowners Association.
The Board of Directors shall not authorize such construction without approval of
the Dare County Planning Department and the Division of Water Quality. The
request to the Division of Water Quality shall include two(2) copies of a detailed
layout and grading plan.
(2) DRAINAGE: This subdivision will have a subsurface piped drainage system which
will collect the surface water runoff from impervious areas and discharge to a
constructed water quality wetland prior to discharge to the surface waters. The
drainage system including the water quality wetland and associated vegetation must
be maintained at all times. Maintenance shall include outlet inspection/ debris
removal, forebay cleaning and maintenance of vegetation. Filling in or alteration of
the wetlands, is strictly prohibited by any persons.
(3) SURFACE WATERS: A thirty (30) foot vegetated buffer shall be maintained
between all impervious areas and surface waters. All roof drains shall terminate at
least thirty (30) feet from the mean high water mark of surface waters.
Attachment C
JUL 20,2003 12:38 R.C. Willis Construction 757-499-4097
Attachment D
Deed Restriction to be included in each deed of each home site sale:
Aaron Hill Harbor is currently approved for 10 boat slips. This
approval requires that: No boats shall be permitted to be docked or
moored in Aaron Hill harbor other than in approved boat slips; No
more than 10 boats are to be moored in the boat basin at any one
time; No side to mooring along the bulkhead shall be permitted.
Page 3
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200510643 County: Dare U.S.G.S. Quad: Rodanthe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Saffire LLC c/o Mr. Robert Ben Seal Jr.
Address: BD&A
821 Ocean Trail - Suite 4
Corolla, North Carolina 27927
Telephone No.: 252-453-3600 est 241
Property description:
Size (acres) 9.97 Nearest Town Salvo
Nearest Waterway Pamlico Sound River Basin Pamlico Sound
USGS RUC 03020105 Coordinates N 35.539074 W -75.476334
Location description Two lots totalling 9.97 acres located west of the intersection of Ocean Spray Road (NCSR 1470)
and NC Highway 12 and adiacent to the Pamlico Sound in Salvo Dare County North Carolina. PIN #
18064608892658 and 18064608893867.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
X There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 5/2/2005. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are.no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Elizabeth City, NC, at [phone] to determine
their requirements.
Page 1 of 2
Action Id. 200510643
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
com,?tute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and'or the Corps regulatory program, please contact William Wescott at [phone] ext 25.
Basis For Determination: This site exhibits wetland criteria as described in th 1987 Corps Wetland Delineation Manual
and is adiacent to the Pamlico Sound.
Remarks:
Corps Regulatory Official: ??+ , ' l?
Date 05,0212005
Copy Furnished.
Environmental Professionals, Inc.
Expiration Date 05/02/2010
Page 2 of 2
JURISDICTIONAL DETERMINATION Revised 8/13/04
U.S. Army Corps of Engineers
DISTRICT OFFICE: CESAW-RG-W
FILE NUMBER: 200510643
PROJECT LOCATION INFORMATION:
State: North Carolina
County:
Dare
Center coordinates of site (latitude/longitude): N 35.539354 / W-75.474864
Approximate size of area (parcel) reviewed, including uplands: 9.97 acres.
Name of nearest waterway: Pamlico Sound
Name of watershed: Tar-Pamlico River Basin
JURISDICTIONAL DETERMINATION
Completed: Desktop determination ? Date:
Site visit(s) Date(s): 2/3/2005
Jurisdictional Determination (JD):
Preliminary JD - Based on available information, ? there appear to be (or) ? there appear to be no "waters of the United States"
and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part
331).
Approved JD -An approved JD is an appealable action (Reference 33 CFR part 331).
Check all that apply:
There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associated guidance) within the reviewed
area. Approximate size of jurisdictional area: 2.23 acres.
M There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area.
Approximate size of jurisdictional area: 3.47 acres.
There are "isolated, non-navigable, intra-state waters or wetlands" within the reviewed area.
[] Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction.
BASIS OF JURISDICTIONAL DETERMINATION:
A. Waters defined under 33 CFR part 329 as "navigable waters of the United States":
The presence of waters that are subject to the ebb and flow of the tide and/or are presently used, or have been used in
the past, or may be susceptible for use to transport interstate or foreign commerce.
B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States":
(1) The presence of waters, which are currently used, or were used in the past, or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide.
? (2) The presence of interstate waters including interstate wetlands.
Q (3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats,
wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could
affect interstate commerce including any such waters (check all that apply):
? (i) which are or could be used by interstate or foreign travelers for recreational or other purposes.
? (ii) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? (iii) which are or could be used for industrial purposes by industries in interstate commerce.
(4) Impoundments of waters otherwise defined as waters of the US.
(5) The presence of a tributary to a water identified in (1) - (4) above.
El (6) The presence of territorial seas.
(7) The presence of wetlands adjacent2 to other waters of the US, except for those wetlands adjacent to other wetlands.
Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). If the jurisdictional water or
wetland is not itself a navigable water of the United States, describe connection(s) to the downstream navigable waters. If B(I) or B(3)
is used as the Basis of Jurisdiction, document navigability and/or interstate commerce connection (i.e., discuss site conditions, including
why the waterbody is navigable and/or how the destruction of the waterbody could affect interstate or foreign commerce). If B(2, 4, S or
6) is used as the Basis of Jurisdiction, document the rationale used to make the determination. IfB(7) is used as the Basis of
Jurisdiction, document the rationale used to make adjacency determination: This site exhibits wetland criteria as described in th 1987
Corps Wetland Delineation Manual and is adjacent to the Pamlico Sound.
Lateral Extent of Jurisdiction: (Rcference: 33 CFR parts 328 and 329)
? Ordinary High «-a:er Mark indicated by: ? High Tide Line indicated by:
natural line impressed on the bank
clear ? oil or scum line along shore objects
? ,
the presence of litter and debris ? fine shell or debris deposits (foreshore)
? changes in the character of soil ? physical markings/characteristics
? destruction of terrestrial vegetation ? tidal gages
? shelving ? other:
? c:her
? '-M can High NVa:cr'%la rk indicated by:
? survey to avail'ble datum; 0 physical markings; ® vegetation lines/changes in vegetation types.
Wetlaad boundaries, as shown on the attached wetland delineation map and/or in a delineation report prepared by: Environmental
Professionals, Inc.
Basis For Not Asserting Jurisdiction:
? The rcv iew cd area ccnsiss entirely of uplands.
Unab:e to confirm the presence of waters in 33 CFR part 328(a)(1, 2, or 4-7).
? H; ,4 uarers declined to approve jurisdiction on the basis of 33 CFR part 328.3(a)(3).
? The Corps has ri,de a case- pccific determination that the following waters present on the site are not Waters of the United States:
? Wasie tr--,tment systems, including treatment ponds or lagoons, pursuant to 33 CFR part 328.3.
? Artificially irrigated areas, which would revert to upland if the irrigation ceased.
? Artificial lakes and ponds created by excavating and/or diking dry land to collect and
retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, or rice growing.
? Artificial reflecting or swimming pools or other small ornamental bodies of water created
by excavating and:'or diking dry land to retain water for primarily aesthetic reasons.
? Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose
of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting
body of w ter meets the definition of waters of the United States found at 33 CFR 328.3(a).
? Isolated, m-tras,-tatc wetland with no nexus to interstate commerce.
? Prior convened cropland, as determined by the Natural Resources Conservation Service. Explain rationale:
? Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale:
? Other (explain):
DATA REVIER`ED FOR JLRSIDICTIOtiAL DETERMINATION (mark all that apply):
+ Maps, plats, plots or plat submitted by or on behalf of the applicant
D to sheets prepared'submitted by or on behalf of the applicant
? This office concurs with the delineation report, dated 3/12005, prepared by (company): Environmental Professionals, Inc.
? This office does not concur with the delineation report, dated , prepared by (company):
Data sheets prepared by the Corps.
? Corps' navigable wavers' studies:
U.S. Geological Survey Hydrologic Atlas:
U.S. Geological Survey 7.5 :Minute Topographic maps: Rodanthe
? U.S. Geological Survey 7.5 Ni Enute Historic quadrangles:
U.S. Geological Survey 15 Minute Historic quadrangles:
? USDANa*,ual Resources Conservation Service Soil Survey: Dare Sheet 18
? N- on al wetlands inventory saps:
? Sr-t-- Local wetland inventory maps:
? FENLA.FIRM maps (Map Name & Date):
? I04-year Floodplain Elevation is: (NGVD)
? Aerial Photographs (Name & Date):
? Ozirter photographs (Date):
? Advanced Identification Wetland maps:
? Site visit'determination conducted on: 2/3/2005
? Applicable'supporting case law:
? Other information (please specify):
'W,-tlsVvs are identified and dchn=ed using the methods aid criteria established in the Corps Wetland Delineation Manual (87 Manual) (i.e., occurrence of
Iw f-r hytc vest rion, h} driz soils and wetland hydrology).
ZThe term 'adjacent' means berderin& contiguous, or neighboring Wetlands separated from other waters of the U.S. by man-made dikes or barriers, natural
river berms, beach dunes, and the like are also adjacent
NOTIFICATION OF A-DN11N-tSTRATIVE APPEAL OP 1 IONS AND'PROCESS AND
.. 121;QUEST FOR APPEAL
Applicant: Saffire LLC c/o Robert Seal, Jr. File Number: 200510643 Date: 5/2/2005
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I = The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional' information may be found athttp://www.usace-armv.mil/inet/functions/ew/ceewo/reg or
Corps re ulations at 33 CFR Part 33 L
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns; (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERXIINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section H of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELE\M\ ARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION ll - REQUEST FOR APPEAL or OBJECTIONS TO AN, INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision
and/or the appeal process you may contact:
William Wescott, USAGE
Post Office Box 1000
Washington, North Carolina 27889
[phone] ext 25.
If you only have questions regarding the appeal process you
may also contact:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
mvesugauons.
Signature of appellant or agent.
DB71SION ENGLN-EER:
Date:
Telephone number:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
ti~
~n
GETATION ETLAND VE W
ti~
TOTAL PLANTINGS
16
PLUGS..•••••••••••24 LARGE 4.55'
.................67 ~o ~ ~ TUBELINGS x a I ~ q EX• BULKHEA D
ALLON• ..............271 o ONE G ur~fT r sT ,
,y 4.0 SfE DETSTRUCTUR ~Tl RUCTURE ~ 5 BOARD 'D3 0~ WALK
SILT FENCE ~ 1 y ~ 1'D3 E'' LIMITS OF ~~,Wy`~ ,0 M~
SHALLOW WATER AREAS DISTURBANCE ,y m ~
x ~ y~ ~ •D y 5 X4.4' A 4.57'
(BLACK NEEDLEBRUSH) \ ~ y yf y 10% JUNCUS ROEMERIANUS c TAT
RASS) ED Pit T zd • _ RN I FLORA (SMOOTH CORDG fR 15~o SPARTINA ALTE s y •0
ATA (PICKEREL WEED) 2.0 5% PONTEDERIA CORD 2 •0 -0.5 5
POTATO) x '0 X
TTARIA LATIFOLIA iDUCK 5% SAGI 4.6
NICA (BLUE FLAG IRISI •o 5% IRIS VIRGI x •0 1.5 NV 1.2 X
A LANC I FOL I A (BULTONGUE) • a INV 1.2 5% SAGITTARI TLAND AREAS WE 1.5 4.0'
MILIACEA (WATER MILLET) - - - _ _ _ k 55% ZIZANIOPSIS .0
IN 7o OF yaOF SF \ ~ ~
WETLAND PERMANENT POOL 9 ~ 52 WETLAND p9 ~ x „ wort ~ 24 52 LF ~ 4" HDP 2
ALLOW LAND AREAS 10% 16.7% qNp ~ @ o SH 650 SF s ~ ~ @ 0.18%
FOREBAY ~lro ~ 5 NF ~ • O
10~a 16.7~a F ~ (SALTMEADOW NAY) T R 650 SF , 0 1 45% SPARTINA PATENS DEEP WA E 1 ~
p 40% 66.6% `',9s~ ARE COUNTY WETLAN 2600 SF ~ 4.8
PANICUM VIRGATUM iD SHALLOW WATER '.,9 15% TCHGRASS) 40~. 0% 1 • 1 f • 6
STRAIN OF SWI 2600 SF ~ SHALLOW LAND ,,F~ 1 4.9 ,5 •0 •p
o ~ STONE OF THE RUSHES) 100% 100 a JUNCUS CORIACEOU 6500 SF ,,,9 20~ TOTAL ~ti .o ~ - _ INV 1.60 ~ 1 _
TUS (SWAMP ROSE MALLOW) .,s 5% HIBISCUS MOSCHEU JB \ 108 LF 24 HDP 5 E
MALLOW) `'.~f VIRGINICA (SEASHORE ,,ti ` INV 1.40 0.18% FE 4.60'
5% KOSTELETSKYA SWAMP MILKWEED) l ~ X ~ 4.6' INLET STRUCTURE
CLEPIAS INCARNATA ( , 5% AS ~ . ~ c ~ SEE DET 8-4 } S FE 5.10 FE 4.80 ` qFC w
~ RENS iSEASIE GOLDENROD) 5,o SOLIDAGO SEMPERVI , 1 ~
\ 4 \ ~ ~
f <`~r ~ ~
TAL PLANT , NT SELECTION BY COAS PLA Or( r~~ I
TION NURSERY , '~~r~.~ FE 5.20 FE 4.90' 3 Gds F ~ •
CONSERUA ~ 02 T~ 92 ~ w
Y, M.D. OWNER , ELLEN J. COLODNE ~ ~ I o_
VE . 3067 CONVERSE DRI 4.9 ~ _ ' f FE 4.80
NC 27932 EDENTON ; ' ~X ~ , ' ~ 2 I j
- -5707 TEL• 252 482 , ~ I I : I I i X ~ ~
I I I 5.1 ~ EX. DOCK I
I I EXISTING I M ~ ~ 30' • I ~ CLUBHOUSE I °i
f I I TO REMAIN j ~ c ~
I I I w ~ I v I BOAT PUMP
~ ~ T:`------- _1 w OUT ~ I ~ I X I
I ~ ~ 4.64 ~
_ I ~ DI-6 i
24" RCP
~u~ ~ k X ; I 'i _2 \ 5.2 \ I I I
X• BUIKHE \ ~ I I I NE _1
AD FES #2 4.55' \ l____ I I W BULKHEAD NEW 409 k 'L---___ I 0~. BULKHEAD
~ WF ~ TC I ~ T~ .0 5.15 ~1
10' ~~Qo' RIP I TDP ~ qN~
RAP OF SLOPE 5' ,y y ~ 80ARDWgIK ~ k - 20' R 2 . .
yy~`
y \ ~ ~ ~y m COASTAL TC 5. m ~ 5.8x WETLAND 20 ~ ~ cv ~ '4':- -
'ry- y-'.~~ ~ Q' X 4.4' O S L ~ INE ~
GFc S ~y~ RIP RAP M ~ X ~ TC
F~4 p, y ~ - - J• y y y -y 4.57' Fp 'fly - - _ BULKHEAD ~ S • CURB
FJ '~Ji J• x
3.1' • ~
#1 EEP WATER.:.:SHALLOW LAND:.:::., FES _ LEGS ~ C$ LEGEND ~
OF SLOP . E 1 SILT FENCE d ~ '~Oy
_ x 404 WETLANDS L1 _ - - - - _ 75 AEC ISTURBANCE \ 4.5 7'0 ETLANDS LINE- / - D 6.5 1 ?
TLET ~ ~ 4.0' ou RE s,D i COASTAL WETLAN[ AL WETLANDS LINE=••• .
_ _ STRUCTU s SH LLOW WATE i ~ H RELINE= ~ 409 N ` r' S O • 6.0 LINE _ .
~ wfr ~ 2600 SF I WATER PIPE=
STORM WATER PIf . ~ ~qN ca FOREBAY • ~~ps ( o~ ~ 650 SF INE= ~
~ INF fl- 75 AEC L LINE= - EC , ~
~ ~ ' FTER L I I ~ sy ~ I 30 BU UFFTER LINE= - - ~ s 1 's 5.0
~ 8~ L ~ ~ ° + NCE o ~ ANO,.` SILT FE 9 ~ ~ • . SHALLOW L I FENCE 8~LIMITS
x 2600 SF. ; ; ` : i OF DISTURB , RETAINING WALL - -X X- 5.0 ~F DISTURBANCE- 1
NG WALL= NI
~F 1 ~ _ _ Q FES= FLARED EN SECTION REVISION S FLARED END
'9 , - - ~ W '.~o toe - - - - - - = JB= JUNCTION B dB LF 24 HDPE @ 0:18y - - - - - Y BY N0. DATE E CR PTION IUNCTION BOX 1 SCALE: ~ "-2D LNJ 1 3/21/05 OWNER COMMENTS
I ~ ~ INV 1.40 \ ~ HDPE=HIGH DENS =NIGH DENSITY POLYETHYLENE - LNJ 2 4/15/05 OWNER COM19JENT5
F \qF ~ i 4,y~ CB=CATCH BASIN OWNER COMMENTS H BASIN \ LNJ 3 4/27/05 aTC
1 x ` i W DI=DROP INLET INLET , i0P \
\ I ~ ~ INLET STRUCTURE i TC=TOP OF CURES OF CURB ~ )P
1 \
I i 0 BOAT SLIP ~ \ i I AT SLIP NO°
~ R/W=RIGHT OF H \ , I o SIGHT OF WAY •
i I= FE=FINISH ELE~ \ INISH ELEVATION ,
I NHW=NORMAL HIC \ I~ I N NORMAL HIGH WATER
~ \ i 25 MBL= o WETLANDS PLAN MBL= p o p o D fl
i I =TOP OF CURE \ 5.2' o TC OP OF CURB ~ o
z z I co CO=CLEANOUT DO 0 LEANOUT
4. I - i I \ I (EXISTING I 1' i GV=GATE VALUE I STRUCTURE I x I 0 0 ATE VALUE
\ I ITO REMAIN ~ I FH=FIRE HYDRAE IRE HYDRANT
, I I 12 , i \ I I ?=WATER METEi T TOWNSHIP DARE COUNTY NORTH CAROLI SALVO KINNAKEE 'ATER METER
\ ~~`~~""'"~f'~~~ DESIGNED: LES °~H cq,q ER: SAPPHIRE, LLC
aP,,.,.,.,, o OWN ES R STREET
pF SiG .ti .5116 LUNA DRAWN: LHJ ~ 2 ;9 ; ADDRESS• 7949
.Q y. KITTY HAWK, NC 2
#p ~ PHONE [phone] APPROVED: LES E 5279: ° .
~.F
T.r T11T1T A AT T1 C'~ jT L~r 1P T n TTn1~T PT. H IV I. •.2u ••NGi?~cEQ:••..4_.• _ DATE: 2/28/05
oo ~
O ~ E S~O +44, STROUD ENGINEERING, P.A. 4411110 oilSCALE:AS SHOWN
Z SCALE: 1"=20' 107-B COMMERCE STREET
r-. OREENVILLE. NORTH CAROLINA 27858 0 ( 252) 756-9352 SHEET D3 OF 4
U W 6w~~
P1276 o PROJECT NO.:
DRAWING NO.: 0____09

~ Q
CAST IRON
2'-0" FRAME & LID
TOP 3.75 EL 3.5-DES]GN TOP OF ORIFICE PLATE
' D , D ~ V
,Q ~ D D
I I I I
I I J p~ W
I I I I 9' 1"ORIFICE 'a
I I I I LEVEL SPREADED DESIGN EL 2.00' ° ~
~ ' I I ALUMINUM BAR I I 24 RCP 12" PVC PIPE F[LLED ~ W/ SAND, CAPPED
GRATING I I I I AT ENDS
I I ~ ~n o i i ,
I I INV. 1.30 1 \ 11
[NV. 1.31 I 0 0 0 0 C 0° Oo0 o Oo0 o Oo0 0 0 0 0
„ EL 0.75 ~ Q Q~ NO 4 BARS Q 24 FES @ 12" O.C. N0. 4 BARS @ 12 O.C. ~ Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ 0 Q 0 I ~ ~ EACH WAY 0 0 0 0 0 0 0 0 0 0 0 0 0
3 NO. 4 VERTICAL ~ 0 o . D 0 0 0 0 ~ • ~ O ~ 0 Q p ~ BOTTOM EL 0.00 p Q 0 0
c . BARS @ 12 O.C. SEDIMENT STORAGE p
- ~ D ~ • ~ . ~ • • BOTTOM 0, 00 p, , o o NCDOT CLASS A FILTER FABRIC N0.4 REBAR @ 2'-0" O.C,
a Q D ~ ~ D , D RIP RAP 2 LONG
T, ~
7 -3 ~ I
N0. 4 BARS SCALE:3~4'=1`-0"
12" O.C. NOTE: ORIFICE PLATE TO BE CONSTRUCTED
EACH WAY SUCH THAT IT CAN BE ADJUSTED
UP BUT NOT DOWN.
4 LF 24 RCP
2.75 2.75 STORM SUBMERGENCE
PERT P ERMANENT POOL 2.00
1° STORM SUBMERGENCE
° (1 ~ oo ' o
D DEEP POOL PERMANENT POOL ~ c EL 2.00 0 -9 i ~ D
D •j N
M ~ VARIES 0"-6"
I I ' I I ~ D FOREBAY
I I I ~ D I I D I I
I I Q ~ I I ,
24" OVERFLOW BYPASS I I ' - I I ~ D ' ~ i C° I
o I I I I i I ~ ~ SCALE: H:1"=20'
I I ° ~ I I D I I I I V: 1 "=2'
I I Q ~ .D I I D SCALE: SCALE: N.T.S.
° ' 1"ORIFIC , ~ I DESIGN ,D I
1 ORIFICE ° I ° EL 2.00'
D D D p ~I II I D
' Q ao ° I I ' ~ ~ 0 ~I I ,
~ I I D ~ ~ I I
D I o I , I I
p~ 1'-0° D 3 I I
I I . D
~ , D D ~ D ~ D ~ D ~ D
M ~
• H N ~ S;p CENTIPEDE SOD ~ , ~ SLOPE D PE
5 ~ 1 SI"0 24" HDPEI i TOP OF WEIR
4 0 30 N0.4 BARS @ ~ DESIGN TOP 2.75
JI i 12" O.C. EW [NV 2.2! I
D4 ~ 2 D e, .e, .e, y, .e, ,s, ,n ,e 6 a
5, _0„ o -p u r n
3 10 _p 5, _0„ 2,_6.. 6, _0„
0 ~ ~ ,3 , „ BOTTOM W[DTH SCALE. ~4 -1 -0 W[DTH rr 6
3'-p" _1, _p rr
24" HDPE
C a - NOTE: WEIR TO BE CONSTRUCTED
SUCH THAT TOP OF WEIR CAN
INV 1.60 BE ADJUSTED UP, BUT NOT DOWN,
FROM DESIGN ELEVATION OF 2.75.
NON BIODEGRADABLE
FABRIC ° R EUISIONS
BY N0. DATE DESC I TION INV 3.75 MAX T P LHJ i 3/21/05 OWNER CONNENTS
STAINLESS STEEL _ _ EXISTING WOOD ' BAND BULKHEAD 24" HDPE OF WEIR o ~ o p o 0
I ' D Q LHJ 2 4/15/05 OWNER COMAiENTS OVERFLOW ~ LHJ 3 4/21/05 owNER coNNENTs
ADJUSTABLE WEIR II DESIGN TOP 2.75 DO 0 0°
II II (MINIMUM) o i i INV 2.75 DESIGN TOP 0 0 0
ii 10,_0„ 5'-0" 2'-6° 6'-0" ~ i i , ~ i INV 2.27
II ~ I ~ ~
II ~ I o I I .-r-i- 24 HDPE X ,I 1Q ~ INV 1. 1~ 6
II o 2.00 0 I , D4 SEDIMENT
II II ~ D4 STORAGE ~ p,27
II II . ~ ~ ~ DETAILS
II
I I 3,. 3,_prr 6r_prr
6" 6' 3" 6" 3"
24"RCP SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA
PIPE-INV 0.0 da
Q ~a, OWNER SAPPHIRE, LLC DESIGNED: LES atH CqA
X0,,.•••••••.,,0 . 5116 LUNAR STREET ,3/rr_ , n e•~FESS :~i ADDRESS• =.DRAWN: LHJ
SCALE. a 1 -0 ; Q. ip:2 ~ KITTY HAWK, NC 27949 Q 2:_' - PAt7NF: ~F~_~~c_az~~
0 T1 T FY !Y T T A Tl /V T, Tl T Tl T-I / ~~7 \ I _ON
z lll~~riKnl~~ rlr~ r - Y; LVL I.1V JVVL • #PE r APPROVED: LES
PLAN VIEW 8 e 5279 • ;
c~ SCALE: 1 =10 SCALE: 3,,8"=1' -0" y '•tiQ Pry DATE: 2/28/05
p AASTROUD ENGINEERING, P.A. • p~ ,Tape,~.
P1 76 ~ ~4 a PROJECT NO.. 2 ~S.S 00 SCALE:AS SHOWN fnna1107-B COMMERCE STREET
DRAWING NO. 010 0 GREENVILLE, NORTH CAROLINA 27858 4 [phone] SHEET D4 OF 4

LEGEND
404 WETLANDS LINE= - - - -
COASTAL WETLANDS LINE=••••••••~
SHORELINE= STORM WATER PIPE= =7
75' AEC LINE= - -
30' BUFFTER LINE= - - -
SILT FENCE & LIMITS
OF DISTURBANCE=-x-x-
RETAINING WALL=
FES= FLARED END SECTION
M JB= JUNCTION BOX
. HDPE=HIGH DENSITY POLYETHYLENE CB=CATCH BASIN
O I Q DI=DROP INLET
J Z TC=TOP OF CURB
N I p 1~ =BOAT SLIP N0.
R/W=RIGHT OF WAY
U ~ U FE=FINISH ELEVATION
Z NHW=NORMAL HIGH WATER 25' MBL=
TC=TOP OF CURB
CO~LEANOUT
GV=GATE VALVE
EDGE OF FH=FIRE HYDRANT
S81° ~ qL0 GANAL q6 qg~, NG PROP ~ANA~ -~=WATER METER EN T
E LINE ERTy 316.29'+ ~PERry HI , ERp
~ - h RIS D ES •9. 13 ~ LLC
- 00, PG•363
P ~ S81~ ~ _ ~ 46 49,. , ~ E 12
M O _ ~-'~SNOREL I ~ ~ / - NE - CA 18 - N - _ I 85 ~A
~ A ! \ ~ ~ UPLANDS o TT - s8 ~ HE _ _ _ 46 1~F W
- - 910 SF _ ~ r _ MB oasrA 166. ND ~ - ~ L WETLA 51 / A
~ ~ ~-UPLANDS - NDS S ~ o p, M, _ LINE 6 1 ~ 8. NA _ANDS - 6 „ 868, L L
/ 275 SF - ~ ~ .9 20 PG. 5 SF ; 0.62 ~ E 783 ...---.,.z. /
~ 1 I WETLANDS 1 I 1. ~ - 2962 ACRES
~P ~ 15`X20' GAZEBO PERVIOUS SHORELINE :LINE 404 W T AN ~
P~ (SEE DET AR WA K E L DS ~ ~ / ~ LINE
pO 7-53) BO D L a ^ TO BE ~'7 REPLACED ~ ( i ~ ~ N !
- ~ O
X. W OD EX' w00 E WO R p BULKH 5 I N ~ ~ - ~ ~ 1
BRAKE ATE Eqp TOR TO REMAIN EMAIN ' 3 °j 1 I 1
i~ V c~ ~ T ~ 34 a 1 WI o ~G' 1
Q ~ ( BU E X I W ~ +b • B 3 ~ ~ ~ TI OA o 6 , S
15.14' p~~ ~ . ~ o ~ T ~ W ~ ~ BE NA BA W ~ N ~ ~ KO R SI I ~ Op D
82 5 ~ OAP .m N N D E I p m. B. R j
7.61 X04 FOR ~ I I 1 ~ ° ~ 62 EXCLUSIVE U m fs, ~
04 WETLANDS LINE r~ AARON SE OF a 4" EW HILL H x I R 2" S)5o 3
j / ' ARBOR w Co S6' j ~ OWNERS d S GUESTS C 0 E rr
AEC ~ ~ ~ I ~ 3 , 6,. ~ 8I, g ,
PAMLICO SOUND 1 ~ 0 6" TEE ~ ~ ~ 1
v i / / 6 BUFFS ~ ,VANE ~ I \ 6' CAP TAPP \ ~ . • ~ \ 2 VALV ED ~ PVC
\ / o ~ ~ / i E F I wATE I ' ~ , YDAANT I ~ ~
~ s ~ a N COASTAL WETLAND qFC 0 1 ' o ~
~ ~ ^ / L[NE EXISTING I Q \ • ti ~ r . w ® 35 s ~
N / / STRUCTUR / TO REMAIN _ • 1 SEPTIC i 3 4 Q' ~ \ Y (T ANK v 3 CC ~ ~ 3. rP)
~n ~ O a s co 1 ~ m z 1
8 B ® o~ ~ 2Q oa r p 9 Q r x uMP our w I P J
1 / 12 w EX. POCK ' • . ~ ~ co "J o0 12 Q a N ~ .
~ / ~ ~ v~ o 01 a.
/ NE W g ~ ~ O ~ p p ~ UIKH T EA H Q o 2 ~ O
1! ' ~ ~ SEPT / 1 \ ~ 1C a w o SEPTIC StRUCTU K w O o
/ MARSH •••.\rANK TANK RE ~ Q ~ 1 :.'.;t~~: ~ 3 W 3 T
N75 33 01 E \ / PUMP E 9 RVI E w ~ PUMP ~ w
30.63 - TANK 1
_J 1 - ME G , ~ CAI, ~ O r r ~ ENCY VEHI ~ J~ Pip TANK o P ~
/ ~ / % 1 URNAROUNp CLEF' ~ ~F I co m I w
N18 O1 34 E ~ ~ ?ERVIOUS pq r 9 ~ FIIT 3 ' O a -VERB) w RECIR ERS 5 J v> 1 a
/ 50.46 - - / wa TAB CUTAiION 4 11 o T WATER >
/ f S ~ ~ w a ERVICE ~ - ~o„ 3
5 AEi i i ~ F O g N 75 ; 1 -AEC Q 1 -1..
f , ~ j' ' - ~ 1 FN w ~ Z (r a I~ r
CEDAR ' 2 ~ I Q ~ Ul N ti
~ 1 I , CREEK BULKHEAD AO~ ~ O r O O x (DST ~ ~ O Z gip, 1 w
D ~ ' i 4-D1 > ~ 6"SEWS Q ~ w R ~ rhOT w EX1571NG ]yH_2 ~ c~ ~
- ~ 111.2 7' ' 0 3 r ~ STRUCTURE C \ w' Q ti 4 ~ 3w TO REMAIN _ _ CO w ~ ~
~ 65.5 - ° = , 02 ~~w S88 49 13 W ~ '~i¦~ R 1 s„PVC war v~ w ~ N
~ ,'582° 06 A ER _ ~ _ v I O T
_ ~ _ _ 25'~MBL - - -
6 ~ , - - _ N84 44 31 "W-
9 a ~ - C 632.06' 1 CAN - - _ A L _ T
- BULKHEAD - - _ _ EMERGENCY VEHICLE I
3 g`~ 9 ~ ~ _ _ _ ~ TURNAROUND (DST 4-D1) _ _ , _ (PERVIOUS PAVERS) JOHN s
& 47255 „
PAT 27. ~ 6 E RICIA o0 FORT a
BENCHMARK
3 NCGS MONUMENT "SPRAY"
~ ELEV. 5.08 GRID COORDINATES
N: 669,407.25`
E:3,048,738.36'
SCALE FACTOR:0.99988449 REVISIONS
I BY N0. DATE S PTION
LHJ 1 3/15/05 OWNER COMMENTS LHJ 2 3/21/05 OWNER COMMENTS
LHJ 3 4/ 1/05 OWNER COMMENTS
LHJ 4 4/27/05 OWNER COMMENTS
LHJ 5 5/3/05 OWNER COMMENTS
D D d D D p d p~C~~OG~O~IQ~~I D~Q A~10~1C~
DO ~0~ ~~C~ ~0~
C~©~1~~~~~~00~1
UTILITIES PLAN
SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA ^ ,,,~qu~~a4~~~,
,~N CARD
~.~pP,,.•~••?•,.,~i OWNER SAPPHIRE, LLC DESIGNED: LES
~ 'G :9 5116 LUNAR STREET ;Qe 9; ADDRESS DRAWN: LHJ
O • f; KITTY HAWK, NC 27949 # PE 5279 PHONE [phone]
G a c ; APPROVED:LES
•,2 •.N(3INE,.• J•• -
U DATE: 2/28/05 E 001)
P1276 o PROJECT NO.. AASTROUD ENGINEERING, P.A.
107-B COMMERCE STREET SCALE: 1"=50'
LL DRAWING NO. 011 DU o OREENVILLE. NORTH CAROLINA 27858 [phone] SHEET U1 OF 1

~ w~. items ~ P1.S., ~Y 7'0 ONR OR THE BOl~1DARY OF 1 HE - ` ~i.` flaeaoPT~~nvrnlcns~~.aw: j THIS CERTIFIES THAT THIS COPY OF 11•RS PLAT ACCURATELY DEPICTS "'~a- - ~
JUPoSDICTION ~ SECTION 444 OF 1HE C1EAN WATER ACT UNDER THE PRESENT LAW AND ""'°`-_,F T THH STIRYRY CRBATRS A 511BD1V190N 1 I A ESS THEM IS A CHANCE IN ~ " o a THA ~ REGULATIONS AS DETEAh>bNED BY 1HE I~ERSICa~D ON TH S D TE LHJL ~
~ LaND'u~t De A muNrt ~ \ THE lAW OR OUR PUBLISHED REGULATIONS: TFiS DETERMINATION OF SECTION 404 JURISDIC110N _ s taUN[C]PA[II'Y 11iAT HASAN ORDRJAN~ Tf1AT 'r T FIVE 5 YEARS FROM THIS DATE. THIS `~'`t`--'-`-_-~s'_-_' ` l rY-- -
aecvuTtaPnsc~LSOeurw: ~ MAY BE RELIED UPON FOR A PERIOD NOT 0 IXCEED _ - DETERMI TION WAS MADE UTiI NG THE 198 OF ENaNEERS WETLANDS DELINEATION ~ -r i r - ~ ~ ' r
_ T,. D&THATTtR~511RYHY6LOCATRDaIAPORTRXJ \ MANU ~ ~ ~ r OF A OOUNfY OR NUNK7PA[IfY TEAT LS \ ~ ~ '~~~_~~i'~~ ~ ~
UNRH(i1MT~ AS ]b AN ORl]RJMMIICB THAT ° R&4ULATPSPAR(BISOFLAND: __-_....1 - - i__- _ - . _ i j ~ ,I,,, ~t ,
\ NAME SENTA _ ~ G OPTHRPOII.OWRJO: ~ l! ` T,
' ~ ~ I-` i l1. TIiATTHB SORYBY 6 AN HJi1S1'R~(G PAR(Fd. ~ f~+
ORPAR~S~'[ANDANDDOGSNOfCABATRA E~~('~'('Og --_-.--~~~A~ ST NRW S7RRRT OR (]iAN(°R AN B7(61IIJG STRFB'f. ~ ` ~ - ° +
• \ 0 2 1T3AT THE S1tRYRY 6 OF AN 8%6TRrO • ' SlR OR NATURAL , I µ BUHDWG OAOIffi UCTURR, ~ ! ~f~ ! ~ ~ +.~;T
FE47URR, SU® AS A WATRBCOfJRS~ :OR . \ v~ O _ `r' 4--
~ 1, DATE _ ~ ~ ,.jam,, D 3. n?ATTaE~RVexsa~xixasDRVeY: ~ ~ a ~ . - w r
O D. THAT THB SIIRYBY S OF ANDTNER ~ I y o, ~ L GTRGORY, ~ AS TE8 RHODI~HdATRJN OF ~ s- ?
BI(B1iNDPAR(~S,A000RT•ORDRRBpSURYEY, 1t\ I ? ~ ~ oP ~ z ~ 4 r-- oR O18Blt R%~f~J TO'I'L D~RdIITON 1 o r
'r
08.THATTARHiPORlIATfONAYARABlLT01~ ~ \ ~ ~ - z S SUCE THAT 1 AN IMABiB 1b NAKR A , HI ENTERPRISES LL C. ~ 1" o ~ ~ w ~ 1
IJ6f®31WATiON TO THR ~Sl' OP i~Y ` D8. • 1300, PG •363 ~ ~ ~sr ~ ~ ~ ~ PROFB~fONAL AS 1~D TFIR PROV610NS • ~ ~ t

TI N MAP ' LOCA 0 _ - ~ 748.99' - ` Iz
~ _ _ _ . NOT TO SCALE _
\ _ _ GENERAL NOTES ~ ~y \ ~ MIO
T T ANY FACTS THAT MAYBE \ . 1.) THIS PLAT IS SUBJEC 0 1 ; N/F ,
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. \ ~ ~ ` 2. MAP REFERENCE MADE TO 1 1 2 ) 21 ^ MATTHEW F 8 LINDA M. HALL ri
PC.'D',SL.-131 ~ 663.651 ~ - _ ~ DB. - 868, PG 783 '~1 1 r rH
OB.-297, PG.-181 316.251 _ ~ DARE COUNTY REGISIAY ~
3.) PROPERTY LOCATED IN: S-t ZONING DISTRICT 186.51 Set°4B'49"E 8 . ~ _ 2~~ ~ . ~ 21' >6`1 °46-4n S 1E 16 E +i- _S 16°17' r X51
4 F.I .M. ZONE. AE' 8.0' ~ _ - Y e!' .R l _ ANGE BY F.E.M.A. ~ - _ _ - ~ ~ ~ wETLANC6 ~ ~ ~ ~ 1 25as 40~ SUBJECT TO CH ~ . _ _ ~ ~ ~ 23.46 4067
5. PIN ~ 18064608892658 & ~ _ - _ - - o• ~ ~ ~ 25:210 eq 1tr ~ ~ ) a °Y WATER AREA i ~ • ~ ~ , UPUNGS ~ 2n 6i r Z 18064608893867 M o ~ ~ 275 rt Y ~ ''2543"N ~ ~.a _ ~ _ _ - ~ ~ ~ Yl1 62.75` - 670 ~ -,S76-1 17
HOWN ARE GROUND DISTANCES. a 31,003 sq rtt ~ , L~LANDS 3 eq ~~S83 ~ ~ ~ - ~p1YYETLAND3LAlE 6.) ALL DISTANCES S z ~ ~ ~c 910 aq ft t 2A ~ , ~ ~ ~ UPLANDS NIF UPLANDS
TO OBTABV GRID DISTANCES DIVIDE BY SCALE FACTOR ~ X38 g 1B f p ~ Y ,C~.. • -o. ; t7 459 rt 0.99988449 _ _ - -Zf ~ ~ TIEL / ~ ELVMIHOOPERPARCFL) 8 17,458 sq ft FRANK A. HALL r DB. 1184, PG - 199 r r
- y 1 - - - aA~'~e ~ - ~ 9i.' CEL 0~' LAND . r srbREUNE ~ ~ ; PAR
I~SUoce _ '•..,Q• ....4 112a2ACRESTOTAL EXISTTNG Id ~ ~ l S 80'08'53 E gg~° 17,710 p R3 UPLAN05 DWELLING EXISITNG N DWELLING `E mIsv ,
l2 S 88°3007"W 85.63' (TIE-LINE ONLY) ~ , ~ ,I ~ i 50.00' t8.3A' N Lt7
° ~ S 80°x' _ - • ~ , Z, i , L3 N 791515`W 64.95 ~E--~ _ - ~ a $ L4 N B8°5949"W 73.53' ,p 459.594 - ~ ~ S~° NA ~ BLIRTIS BERNARD HOOFER
l5 S08°5014"W 21.13' °b'~ z 4e ~ D8. -112, PG. - 882
L8 514°1040"E 135.88' " `19)d7' L7 S 84°54'47"E 94.04' 2 ~ ~ ~ ~ ~ st
L8 S Ot°41'30'E 17.88' ass ~ ~ ~ ~ . L4' ~ ~ L9 S79°1731"E 91.75 wa9D SAD " ~ - 1 r; ` 8275' ~ r
L10 N01°1731"E 10,03' L11 N 18°4338"E 25.88' , 'a (TIE-LINE ONLY) _ . 12 EASEWANnr 124.81
L12 N 70°21'45"E 24.35' i oo• ~4 ~sr - l DR?VE - S 7 5 ~"E- 'x
L13 N 88°4050'E 40.20' ° , 1 L14 S 72°4149"E 22.21 4R -x 4a
L15 S 07°11'S8"W 3145' ~ > TIE•LINE ONLY 's SIYn~.,_. M 1 x
404WE"f[.AND6LINE Nez°ee~3~W~ N7I'35~t~yy-~;-_~.:•C16 s~ ~
I ~ 15 1 _ _ - - - - ~ ~ 1.2926 ACRES ~ (KOTARIDES P t• ~ bt (KOTARIDES PAIR= x
2.3 N 49°38'37"W 42.a5' ~ ~ ,o- = - ~ ~ - - L PA~CEL 3.a N 1e°laoe~w aa.er cta ct~ ~ PARCEL OF LAND 8 2491 ACMES TOTAL
45 N 53'0005"W 33.99' C l ~ r ~ ~ v 8 2491 ACRES ~ 3 8317 ACRES LPLANDS
5fi N 80°0909"W 35-82' ' ~ \ ` , s' 38317 ACRES L 6.7 N 79°0548"W 59.58' x ~ ~ \ ~ ~sr
7.8 N 6t °04'~"W 36.05 \ 8.9 N48°04'121N 51.55' Cil~ 10 41• 4.t
9.10 N15'38'19"W x6,77' y 4g 4y , 10.11 N 13°44'S9"W 4015' ~ ~ ~ \ w ~ ~ N 11 w v wAU 4t
11.12 N65°51'i6'W 46,75 4A sr s~ ) ~ \ , r r 12.13 Nay°5s'to'w 5s 2n ' ~ \
13.14 S88°00'21"YV 64.89' ~ ~ - ~~-scau~ ~~s n~ 4.t '•14' TWO-STORY- 3 3 ~RAWDWELL
1415 N 13°2T39"W 17.10 ~ ~ - i 1. 16.11 S 29°5T25'W 25.25' - ~ F ~ : Iris GEC 16 F F . 01'
17-18 S 35'00'O6'VV 14, 31' c~ ' 2 ~ i ~ r 'r O ~ ~ 5.. ~ c~. ~ LR 18.19 S89°5T10'W 16.40' a 9 , B01TIp1,~ 7 SEPTIC •
i N87°0711"W 15.23' ~ ~ ~ ~FEL`77Q \P 9.20 ~ ~ x 1 N 67°2532"W 38.38' ~ ~ 20.2 \ ' TMIK y s
- Sg 21.22 N 86°1045"W 75.85' ' ' / \ ~ ~ ~ • 1 21 4T
22.23 N T9°4115"W 29 45' 1 , ~ - • 23.24 S73°15'12'1N 1967
2425 S84°55'36"W 2008' ~ `C~~`f°~~CR~~G~ t ~ 0.2739 ACRES ~ ~ s~~ ss S 40°0539`W 24.15' - ~ l;7 ' \ , 25.26 .8909 ACRES WETLANDS / r ~ , 4st OCMSMYRW - e n y S R. 1470 - 38 RIGHT OF WAY
2E27 S 22°i4'02"W 29 i1' 4 27.28 S 74°4845"E 21 3' C~ \ TTf L 4 CONC DECK - - -
28.29 S 38°31'16"E 2411' ~ ' I ~ ~ ~ \ ar EXISTING GRAVEL PARKING
1A•2A N41°38'3TE 1928' ~ M \ \ .E 1 ~ 1 \ 2A•3A N 72°G9571N 1134' I I \ \ I~ FN 7~ F de 1 '.211 L51 ;6txJ
1 ' 'W 25.06 \ 34-4A S 83020 pt 63 I .,L 4A•1A N70°4944"E 12.33' \ \ \
4A•1B N43°15'32"W 25.51' ~ ~ I i ~ ~ V A i S 53°50'57"W 10.50 1 \ B•28 L 1
2B•3B N 73°2503"W 25.33' e ~ ~ ~ ~ ~ ~ \ \ V } 44 • i g00~1 4r ~ w x S1 I i
38.48 N 64°14'29"W 23.21' o ~ C \ 48.58 N67°2031"E 29.06 ~ ~ ~ 'r \ \ ~ 1 ~ ~a TWER i Ix t F.F..7w
58~6B S 77°1552"E 25 2~ i 1 SO7°37'38'E 16.91' ~ ON%L ~ FxGRAVEL6DIRTaiNEIGRASSEDOYER) _ kit= IER) NWAC 49 41 PIMP x 4.1 366.6G' x o r mom SAS
t 2 5 366.8 ~ ~ ' i 253,95 C x a 632 0@'
Pads Dunce 111.21 °44' t"w Cl 1 632.0 N 7 ° ~ ~ ---N 84 3 1 ~-589°49'13 ' 1 ~~*s
C2-C3 N07°2915"E 15.13' - 8553 C3•C4 N 47°3511"E 6.38' 2^N ~ 1 CONTROLC N 00,425.51'
c4-c5 Not°4534"W aa3: N1F C5•C8 N i3°2345"YJ 62.77' - 8~,8~ ~ JOHN R, 8 SANDRA M LAUGHLIN E 3,048,718.48' $ A M. LAUGHLIN ol, s
' A CB.•1063,PG.-341 C6•C7 N 48°45'20"W 29.32' - . PG. - 341 I
C7•C8 N16°55'19"YV 118.69 ; ? C8•q N 83°OT28"W 56.64 rn ' I '
C9C10 N 56°49'51"W 49.88' p~' ~ ~ ~ C10-ctt ND3°01'17"W 39.64' ~ti,~'~ -
C11•C12 N32°08'33'W 48.11 C12•C13 N 80°4315'W 57.51' 83 •N.C.G.S. MONUMENT
. C13Ct4 N ~°89'25"W 40.98 ~ ° S8 " SPRAY. N: 698,407.25
C14-C15 S81°4531"W 30,23' ~3g.~ C15•Ct6 N01°04'00"W 22,29' ' ~ ~ ~ E: 3,048,738.39 SCALE FACTOR 0.99988449 r
11. 1

~oB No.. EGEND OF SYMBOLS I NtESLEV 1,I. Jd, CBTtIFY THAT THIS PLAT 1ttA$ OF64hM UNDBi I~(Y SHEET N0. L Tm RAT • TO i cow rawnumv,
ISTiNG CONCRETE MONUMENT RTOAIAN SURYEY MADE SIRBTr~IDN ~ EX DESCi~TION ffCal~ N PUT CABINET D , S?~)E 131, ECf~ ;TWIT 'PHIRE, L.L,C. flA =mwe mm
SLrRVEYED
11 WMM ~ EXISTING IRON PIPE 1FE BOUDDAfIES NOT SUAVEYEO AfE CiflYilY NOICATED AS DRAiAM Ri0M1 /30104 NFORAWIiON FOUFO N DffDB00K N,BI PAIGE Npl ;THAT 1FE HAIp OF o EXISTING REBAR Pi~ON As CALCUUt®IS 1no,ooo + ; TWIT THIS PLAT `ws Pfd N PLAT OF ALEX KOTARI DES & ELAN HOf PLATTED: 0 11DES & ELAN HOOPER PROPERTIES - SALVO GRAPHIC SCALE (IN INCHES)
12rotp4JRR 3 o1n1ro5 RELOCATED POINT#~20 JRR Q IRON PIPE SET ~ ~ ai ~ ~ ~ s, ? , ~D~x tHS T4l aY aF KINNAKEET TOWNSHIP - DAf~ COU
~ 2 12n2A4 CORRECTED LINE TABLE JRR 0 CALCULATED POINT ~ , JSHIP - DARE COUNTY - NORTH CAROLINA do 30 ~ e
12/01(04 WMM ' 1 12n0A4 LOCATED NORTH 404 LINE JRR y~ P(XNER PCLE ~'~1'YiG-"'~'~-'E•-.l ~.M. MEEKINS Jr. 8t ECAI,E v ~ ,KINS Jr., & ASSOCIATES, Inc. ONE NCH EQUALS somr FEET
1 S 1 ° ° ~ No. DA REVISIONS BY ~ GENETIC MONUMENT _ - 4p9 FERNANDO ST. P.Q. BOX 1998 MA OF SHEET P.Q. BOX 1999 MAIv MO N.C. 27954 252473-2626

LEGEND
404 WETLANDS LINE= - - - -
Jq~ COASTAL WETLANDS L[NE=•••••-•••
KSQ M NR D SHORELINE=
STORM WATER PIPE= - ~ 75' AEC LINE= - -
30' BUFFTER LINE= - - - - .
SILT FENCE & LIMITS
~ g' OF DISTURBANCE=-X-X-
RETAINING WALL=
~ s FES= FLARED END SECTION
z y0 M Op ~ i JB= JUNCTION BOX HOPE=HIGH DENSITY POLYETHYLENE
M i ER C6=CATCH BASIN
N ~ ~ ~ i a DI=DROP INLET
O N z i TC=TOP OF CURB
d (~=BOAT SLIP N0.
~ I U ~ R/W=RIGHT OF WAY
SEA ~ U NS ~ FE=FINISH ELEVATION
PRq z YR NHW=NORMAL HIGH WATER 25' MBL=
D ' TC=TOP OF CURB
M ARY JA E LN CO=CLEANOUT
EDGE OF F GV=GATE VALVE
FH=FIRE HYDRANT
S81°q ALO ~ANgL 6 4g NG PROP NAl ?=WATER METER
E LIN ERTY 316,29,+ E c~TY NI EN _ TE
X-2.6 X-2.2 ~ X -2.1 ~ RP _ RIS _ ES
X -2.2 ~ ~ X -2. o ~ _ o,B, 1 ~ LL 300, C _ PG.3B3
~r~ ° n `SNOB S o4 _ 8 ~ 6 ~ ~
X -2.1 N~ Q ! E~ INE ~ 4 9 E 12 ' - , - ~ 8 - - A N - _ .
~ , ~ ` ~ ~ UPLANDS 7 11 D.a - AL - 5 - i ~A s8 ° , - TT ~ 4 ~E
---_-,~\910 SF 6 q ~ WF W coasT 9 E-~ • LI F. AL W 66. ND & ETLAND S 1 A
x-2.o x_ , ~ ~ ~ ~-UPLANDS LINE S ~ S j ° p. M, VDS \ 6 ~ 8. 11
2 a X-2. 3 / 275 SF X-2.6 rl I ~ 6 g68, A L ~ 9 2 P L SF 0.62 ~ 0 E G. 783
X -2.6 X-3,0 ~ x-3,0 WETLANDS - ` f , 1.2962+ ACRES \ , ~
X-2.2 ~P X-2.0 x-3'1 SHORELINE
P~ 0 0' x x-2.2 i'\/~ ~ 2.9 X-2.5 404 WETLANDS j ~ ~ ~ r , x-2.5 ~ LINE - ~ Fk ~ I
X-2.3 X-2.3 x-2.2 EX. RAMP 0 OW ~
~v\ X-2.3 x_ x -2.. s x-2.2 ~ j FILLED ~ `~FiyD~G O I
EX. WOOD X• WOOD 2 5 x_ BRAKEWATER / x BULKHEAD X-3.o 2.3 X-2.3 x 2.3 (SEE DET 1-51) CONC RAMP ~ ~ FO N ~ ~ I
TO REMAIN i' TO REMA _30 ~ ~ X -4.o TO BE ~ i 3 ~ I x-2.6 X_3,4 REMOVED ~ ~ ~ I
x x-2. e _ ! 4.0' 4.55' X -3.0 '.8 X-2.3 -3.8 ~ - 4.38 7 P ~ 1
r- N08° 09' 01 "W i X -3.0 X X X-2.8 4.53' I ~ ~ ~ J O Q,' X. ~ P X_ B ~ RT
15 . 14' P~~ , ~ ~~P~ z4.0` 4,4 % 2.4 OAT _ Q ~ IS X-3.1 1 X 4.5 4, 3i Q ~ ~ BE BA 4. ' ~ ° N
N82° 59' 31 "W 0J P SI w " 4 HO AR x-s,a 1V r ~ D ~v o. PE 3 a. R
7.61 ~ ~o 4.57' .Y.r Qii m t I??, P \ X-4.8 p . \ ~ \ 5.0` ~ ~ O r G. 662 ~
404 WETLANDS LINE 3.1' EX.CONCRET %4.6' ' '1 - _ x 5.a' _ WAI,~ E FOUND 4.6' m " r FD " X-3.9 ^4 1 DNDATION 4.0' 5~, °
~ " " =r0 BE REM ATION _ REMDV " X .3 x ~ \ ~ ` S 3 __EO -6 w ~ S6 S \
\ p - I II. PAM~ICO SOUND ~ ~ I ,;_..I ~,HDOF ~ 0 II. fR E
II !I I;__JI !I X-4,9 "4.5' -(A~'E ~ 18~. i !I x X-3.0 X4.5' ~ SOI~1~_,\\ 81
J~ ~ 4,Bk N III II II W ~ q II II EX II a -5.7 ~ EX. GEESE ~ 4.9'
O ~ N I II X OEE; •i ' I ~ T ~ 4 ~ ~ I I 4,9 OBE F T PDN = 4.s 9 DBE REMOVEOS X
M COASTAL WETLAND h 4 II X D j x -4.5 X-4.6 4.6\ ~ II 4.6 , z
0 I ~ ~ LINE q EXISTIN q I _ _ "4,82' I 6.0 X
G U Z ~ 1 p STRUCTURE ry II w X-5.0 4.2 ~ ~ 3 ' '7
INTO REMAIN i~_ -J~ II _ _ _ II X 3 4.65' 4.6' ~ I
5• x ~~~=-=3j I 4.9~ ~ 1 ~ " P U t ~ O . ~ ti,
~ I x -2.7 PI _I O 4 ~
, x-2.1 _ X4.9' u, M . i J 4.64 X 3.4 X 4.5' _ u ° O Q
" X -3.0 x -3.1 4.4' " ~ .'7~ a4.fi N N o~ I
\I ~ ~ \ x-2.a WOOD BALL h I " I _ '_--i i ~ LL O
` MARSH \ l 5.2' ` s.r S1Rl1CT(!RE I r tWO- `'1111 i v "
N75°33'01 "E ~ I x 4.s'X,-_ i _j FRAMEST~RY II II OOD WALL " 3 I Z 4.Z' 'I FF=g~M'ELl J1 4.9' I ~ ~ a 4
30.63' ~
_ J ti ~\n 1 j I 1.8,X ~ ~ ~ I ,DECK O I o ..R
/ ~ 1 I i M O 13 d \ 1 I I I I jiTY o I
° r n % ~ 1 N18 01 34 E 4~5'X ~ ~ i t I I I I I a w t 5.2 I_ _ I I Q O I
50.46' ~ ! ~ 1.7'X ,1 1 X 4.4'~--J L1--~--.. III 3 I-I _ ~ I I V I
' 1 / ,
' / I 1 '.32' \ 4.z I I I _ ii ~ I ~ ~ I ~ " ~ i' ~I' T 9 _ 4.8' I 4.89' : 1 ~ POOL I .I i t I ~ ~ I'T" ~ I
~ / ~ 1 ~ ~ ---I I ~ I--- 11 2 1 3 ~ 4 1 5 r7 I I I~ I I ~ \ ~ I I 1 1 6 7 8 ~
CEDAR ~ ~ ~ \ , ~ ~ LL CONC DECK L___ t 1 1 1 1 1 1 1 II 1 1 9 1 I
CREEK ~ ~ , \ rsc~--~11`L! I__ EXISTING GRAV 3`''- \ IWI I \ PARKING EL
p- 6' i r \ \ Ipl I I ~ I'1 I I O \ 4.6 I I I I I I I M O
p 3~- 111.27 65.5 rr , EXISTING ONE-STORY~L"r I ~ I to I n I I STRUCTURE t~ ~ I I ~ a2' v ~ DWELLING I t21 t3~ t41 t51 t61 t71 ~ w
~ ° '02'W S88 49 13 W , TO REMAIN I ~ ~ " FF=7. ~-1_I_ I I I r~<-Iva
~ .,'S82 p6 R ~ 4.4' 92 r_IYI_ 1-1--I--1-L o (V I Z> QM ~ ,~w ~__EX. G ~ OECKI 4. s' Q~ ~o RAVEL RO I 4.7' ~
" DIRT DRIVE ( I L__OM 1_X O I ow _ - - _____GRASSED_OVER) , ~ L_ TRAI i o°O~
, i - a~ _ - _ _ _ N84°44' 4.,X -~_LER __~I 43w
N 93 a • ~ C s ° • ti - A 1 - _ _ 31 W-632. ~ 4.4' I PUMP I m CAN _ os " HOUSE I 'o
~ ° - _ AL IX~ - - _ - 4, 8'X ~w X5,03` _ - - _ S - - ~ 0
3 ~ 9 5h ~ _ _ _
W ~ j~ - - q ~~a~ JOHN s ° ~ M~~ ~
& 47 25 PAT 21. ~ 56 E 3 RICIA oo ~,IIr
,vim FORT ~ .wA~E~nu
n~ BENCHMARK N~ „ „ 111~1tt~
3 NCGS MONUMENT SPRAY \ ELEV. 5.08
~ GRID COORDINATES
N: 669,407.25' E:3,048,738.36'
29' 33' SCALE FACTOR:0.99988449
PROPOSED PROPOSED REVISIONS
BULKHEAD FILL INDEX ~ BY NO. GATE D CRI ION LHJ 1 3/15/05 OWNER COMMENTS
. SHEET - LHJ 2 3/21/05 OWNER COMMENTS
S 1 EXISTING CONDITIONS LHJ 3 4/11/05 OWNER COMMENTS
SHEET r , S N SATE PLAN LHJ 4 4/27/05 OWNER COMMENTS LHJ 5 5/3/05 OWNER COMMENTS
SHEET - S 3 STRUCTURES DETAILS NHW EL 1.4'+ _
- ti' EXIST. coNC SHEET D1 STORMWATER MANAGE RAMP TO BE MENT & pa~~~~~~Q~~ D~Q~~ ~l C~ NOTES: D 0 0
- REMOVED EROSION & SEDIMENTATION CONTROL PLAN DO ~10~ ~~C~ ~0~ 1. TOPO LOCATION, WETLANDS LINE AND BOUNDARY o
SHEET D2 DR ~0~~~~~~~~0~ ARE TAKEN IN PART FROM A MAP TITLED SAPPHIRE, L.L.C.,
AINAGE, EROSION, & SEDIMENTATION PLAT OF ALEX KOTARIDES & ELVN HOOPER PROPERTIES-SALVO"
CONTROL DETAILS AS REVISED 1-21-05 BY WESLEY M. MEEKINS, L1465 AND IN PART EXISTING CONDITIONS
SHEET D3 WETLANDS VEGETATION & GRADING PLAN FROM AN ACTUAL SURVEY PERFORMED UNDER THE SUPERVISION
SHEET D4 WETLANDS DETAILS OF HOWARD 0. BARNUM, PLS L3634.
SECTION SHEET UI UTILITIES PLAN 2. ALL DISTANCES SHOWN ARE GROUND DISTANCES. TO OBTAIN
EXISTING BOAT RAMP I GRID DISTANCES DIVIDE BY SCALE FACTOR
0 99988449. SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA
SCALE: H:1"=20' 1 V:1 "=4'
OWNER SAPPHIRE, LLC DESIGNED: LES
H C At A9 .5116 LUNAR STREET
O Z ao.,,.• ••,,,0 ADDRESS• (rESg •.~i~/~~, KITTY HAWK, NC 27949 DRAWN• LHJ
~ dA~ ~~~i~Y_~i nttn~rn_
Q, ~ ~ rriki 252-756-9352
U #p r; APPROVED: LES
Li E 527,9 :
o PROJECT NO.: P1276 DATE: 2/28/05 s •.~c~ P.•~ AASTROUD ENGINEERING P.A. 0~.
0 f
DRAWING NO.: 004 E. S ~107-B COMMERCE STREET SCALE: 1 -50 11488 9,9%1 u _ -0 ST GREENVILLE, NORTH CAROLINA 27858
5 _~y [phone] SHEET S1 OF 3 0 0
05 rM

SITE DATA LEGEND Impervious Areas
ZONE CLASSIFICATION ............................................5-1
40 404 wETLAIVOS LINE= TOTAL GROSS AREA .......................................9.97 AC
CO COASTAL WETLANDS LINE=••••••••• Existin tSF) Proposed tSFf
SH SAC ST SHORELINE= Type In AEC Outside AEC Total In AEC Outside Total N0. OF RESIDENCES ..................................................12 STORM WATER PIPE= Residences 0 4497 4497 9220 12180 26400 N0. OF BEDROOMS PER RESIDENCE .........................6
k S ~ NOTES: 75 75' AEC LINE= Accessory Bldgs 2561 0 2561 2561 0 2561 TOTAL N0. OF BEDROOMS .......................................72
~R D R OR ROAD WILL BE DESIGNED AND CONSTRUCTED 1. INTN IOT STRUCTURAL STANDARDS FOR PAVEMENT 30 30' BUFFTER LINE= - - - - • Driveway 0 3400 3400 6122 12182 18304 NO. OF PARKING SPACES REQUIRED .....................72
TO CD SECTION. ROADS WILL MAINTAINED BY THE HOMEOWNERS SI SILT FENCE & LIMITS
ASSOCIATION. OF DISTURBANCE--x-X- Parking 0 3960 3960 2826 13377 16203 NO. OF PARKING SPACES PROVIDED
2. STORMWATER MANAGEMENT FACILITIES WILL BE MAINTAINED RE RETAINING WALL= Boat Ramp 300 0 300 1250 0 1250 OUTSIDE ...............56
~ BY THE HOMEOWNERS ASSOCIATION. ~ F E FES= FLARED END SECTION Wolks 0 600 600 0 0 D 22 UNDER BUILDINGS JB= JUNCTION BOX Undesignated 0 2174 2174 0 4000 4000
~ 3. ALL STURCTURAL IMPROVEMENTS (INCLUDING POOLS, SPAS, Jg v S AND DECKS( SHALL BE LOCATED WITHIN THE DESIGNATED M HD HDPE=HIGH DENSITY POLYETHYLENE TOTAL ..................................................................78 Em. Veh. 0 0 0 0 2258 2258 - C
Z FOOT PRINT FOR EACH BUILDING SITE (40 X60 EXCEPT FOR SITE 6 AS SHOWN). ~ ~ C8 CB~ATCH BASIN Turnaround TOTAL IMPERVIOUS AREA,....,,.48,515 SF 1113 A
H~ ~ AREA WILL ~ ~ DI DI=DROP INLET PERVIOUS PARKING AREA..,....16,203 SF =0.372 AC
~ 4. DEVELOPMENT WITHIN THE 30 FT. AEC BUFFER N NT FACILITTES, i,e., BOAT I Q ~/v BE LIMITED TO WATER DEPE DE ~ z TC TC=TOP OF CURB Total 2861 14631 17492 21979 48997 70976 UNDESIGNATED ..............................4000 SF = 0.09 AC
~ RAMPS. AND PERVIOUS SURFACES i.e., PERVIOUS WALKWAY. UI I 0 0 0 10 =BOAT SLIP N0.
T WILL BE DEVELOPED ALL AS ONE PHASE. 0 R~ 5. THE PROJEC ~ R/W=RIGHT OF WAY PERVIOUS EMERGENCY
PARKING SPACES SHALL BE CONSTRUCTED WITH A v ~ FE 6, ALL ~ FE=FINISH ELEVATION VEH. TURNAROUND....,....2258 SF =0.052 AC NHW=NORMAL NIGH WATER
PERVIOUS SURFACE. v NH CE NDARY SURVEY PROVIDED BY W.M. MEEKINS, JR. & z 25 TOTAL LOT COVERAGE .....................................1,53 AC 25' MBL=
A N 7. BOU , ,C. S PR ASSOCIATES, INC. SEE MAP TITLED SAPPHIRE, L L TC AY TC=TOP OF CURB / OF COVERAGE ...................................................16.34'/.
R~ DATE 9-14-04. CC CO=CLEANOUT
8. THERE SHALL BE NO COMMERCIAL ACTIVITIES ON CV MARY JA E LN THIS PROPERTY. GV=GATE VALVE LAMA SITE DATA
EDGE OF FH FH~IRE HYDRANT
9. FIRM ZONE AE, ELEVATION 8.0'. $8 ° A(, CgNq~ ~ 46 49" ONG PRO A(, •f=WATER METER TOTAL GROSS AREA .......................................9.97 AC
M E L PERtY I NE 316.29'+ 3TY I E AREA IN BOAT BASIN ....................................1.17 AC NT ERP _ - RIS ,
~ - ES D.B, 1 ,LLC AREA IN 75 AEC ............................................4.95 AC _ 300, PG, 363
° ~-'1~-_.,, , AREA OUTSIDE OF AEC ..................................3.85 AC
~ ~ a ,vim _ SHpREL _ S81 q6'4 ~ ~ _ % IMPERVIOUS AREAS IN AEC ..........................0,50 AC
M O - ~ INE ~ 9 E_ ~ cA - , - N M 80. - AL A - ~ 85 ~ " - i TT % IMPERVIOUS IN AEC .....10.10/
z ~ l _ ~ ~ `I UPLANDS ~ S ° HE 81 WF ~ 46 4g ~ • LI F. _ _ E_1 ND &
- 910 SF - \ ~ . _25 MB COASTAL 66.51 A ANDS 16 D.B. KA T
~-UPLANDS LINE 1 j 76 „ 868, LL
!r / 275 SF
~ WETLANDS - , ~ ~ 1.2962+ ACRES
P~ ~ 15'X20'
GAZEBO SHORELINE ~ (SEE DET PERVIOUS Q BOARDWALK ~ 404 WETLANDS I _ I r!'• / LINE / ~ I
P ~O 7-53 ) TO BE - / ~ ^ I Y ,y r
~ REPLACED ~ 5
EX• WO EX. WOOD OD B(/LKH
BRAKEWATER EqD TO R TO REMAIN (NO EMAIN 9 I ~ ~ I 3 I d- r U' 3q I I O Q+ 4
i ~ rp TE • N p B w I ~-1_ BU
i~ of BE rlEppg7S aRE 5' THE fXlspP TO JhgILOWEp, BOgRDWA QI I P R T ~g EX o ' co c, I IS BoA B O o 0 6, _ I ~ BE RDWq A T - l ~ , NA
N08° 09 01 W ~ •~-----------..i 0 ~ ~ . ~ . 71NG RULE SIDE o w li 15.14 ~Pti~ • ` KHEAp 1 4 LK Q Q , ° HO RD BA w I ~ I Op 3 SIN --.1 N D. B, ER
~n x 0 I ~ ~ a r 2' PG. 66 ~
! I 00 1 _ FOR ~ 5' I ~ ~ I ? EXCLUS m (pE6 ARDWALK o ~ I IVE USE OF Rb10US) I ~ S ' ° 3
7.61 ~ 404 WET ~ LANDS LINE • , , ` AARON HILL x I l5 S \
~ "~5 HARBOR w 6 SQ" a; ~ OWNERS $ GUES E
! AEC \ \ S I I 18 ,c i '--t ~.g1, a I 30 ~ I
0 SOUND I PAMLIC i~•V 7Y BUF ry ~ ~~lA P. FI FE r ~ IFOR RBO
! , 6 LAGER p I MfRIY H R L tSEE DET _ IER ~ ~ 0~~ A N 6 ~ E . S3) I
v i ~ \ 1 ~ 1 L,
1 ~ N q~. ~o~ ' I 0 0 0 Q' Q N \ fy ,
~ / COASTAL WETLAND ~C ~ ~ LINE EXISTING I a 1 I 35 a 3 I I w ® , ~
STRUCTURE ( 1 _ • 1 20 ~ TYP. a 4 ~ I v~ s~ ~ I l 1
2~~ ~ ~ TOR , EMAIN oe o, I r 3. i- I ~ ~ v e o ~0 7 8 ~ ~ a CQ N I 8 L _ I ~ O O, ti
~~n I ® Q I ~ BOAT pU 9 . 1 TYP. so' I (iY W ! ~ rr J
i 12 x E OU7 . YP. PI ~ N ~ ~ m w X•DOCK I Q ~L N ~ J 1 2,• ls' ~ 8, ~ ° o a
\I ! ~ . 2 AMA o Q AEC. r N ~ ~ N m
, NEW g NEW BOA 7YP.) a ~ ~ D O ULKHEAD RAAp I c ~ W 2 ~ O
~ 1 4 O l I TYP. W O p STRUCTURE i -'I I '1 W 3 3
' \1 ~ ~ MARSH ~ ~ ~ 2 W
I
N75 33 01 E ~ 30.63 ~ _ =`"L ! o PARKING "1O
-J ~ i ~ E cv BEL ~ ~ O EMERG OW ° v ENCY VE cv ~
~ Tl TURNAR N1CLE•'• m ~ ~
~ ~ ( f (FERN OUND 3 ~ O _ _ Ious P I 5 ~ ~ AVERS 1 ~ ,
N18°01'34"E ~ ~ I _ _ ~ ~ - _ q O J 1 r / Y I
50.46' ~ ~ _ / , I` sroR ~I I ~ I ~ AGE TA ~ -
! / ~ 75, NK f0 A I ~ I I IS- A_EC BOAT PUMP OUT R ~ 1 - I -~'o w _ 1_
i / ~ ~ QED ,,1 ' I
CEDAR ~-t 1 ~ Q ~ N L
ti ~ I i i ~ CREEK , eu - ' ~ o ~ o o ~ LKHEAO ~ ? I O Z lDE7 q 'D1) Q r- W M O
i ! , ` L_ 4 O p ~ EXISTING ~ - I w Q ~ ,
y •c9 i - 111.27 w STRUCTURE t 4 t>: ~ W TO REMAIN ~`28'R 1 ° cv
0 65.53 ~~W S88° 49' 13 "W _ , ° 06 02 R . I ~
~ ~ S82 o - ~
% 25T--- MBL - - -
V 1 CA - . 632.06 CA - _ NAL - -
N 93 a • , ~ - - - _ - BULKHEAD EMERGENCY VEHICLE IDET 4-Dt)
S 9 p 5 39 Sh ~ , - - _ ~ TURNAROUND ,
h~ ~ (PERVIOUS PAVERS) JOHN Sq7° ~ & 25 56 3 PAT 27.00` E
i" RICIA FORT
'V~ BENCHMARK
3 NCGS MONUMENT "SPRAY" ~ ELEV. 5.08
SCALE. 1 -50 ~ GRID COORDINATES
N: 669+407.25' E:3,048,738.36'
SCALE FACTOR:0.99988449 REVISION S
I BY N0. DATE DEC PION
LHJ 1 3/15/05 OWNER COMMENTS
LHJ 2 3/21/05 OWNER COMMENTS
LHJ 3 4/11/05 OWNER COMMENTS LHJ 4 4/27/05 OWNER COMMENTS
LHJ 5 5/3/05 OWNER COMMENTS
p~~d~f~~~Q~~ D~Q~~~l~
DO ~10~ ~~C~ ~0~
C~O~1~~G~~JC~~~0~1
SITE PLAN
SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA
asH cqp~ 0~,..•••a•"'O OWNER SAPPHIRE, LLC DESIGNED' LES
ar FE8 ~i''. ~0 S~~~y ~ .5116 LUNAR STREET
a y;9. ADDRESS' DRAWN: LHJ • KITTY HAWK, NC 27949
= ~ PHONE - -
s~ i 529 252 756 9352 epaRnvi=n~ I F~
0
z ~'i~ D~NEEP~• 0 0 J
~i~0 0~•~ DATE: 2/28/05 •+,~E.s1a a AASTROUD ENGINEERING, P.A.
U LLj SCALE: 1"=50'
P1276 o PROJECT NO.. 107-8 COMMERCE STREET
r,r GREENVILLE. NORTH CAROLINA 27858 p5 a [phone] SHEET S2 OF 3
DRAWING NO. : 005

4'
SEE DETAIL 4-S3TION 12' RAMP 28 APPROACH FOR CURB TRANSI ~ 6x6 6 6x6 POST 3rd FLOOR
~n
2x6 DECKING TS A 2x10 JOIS
EXCAVATION @ 16 D. C.
ORIGINAL a
.-GROU . •o e T I I ~ ~ y. - o I I BOL S GAIV. ~ IOLTS O ~
, N O I I I
0 NHW 1.4 ± II II II 1 D,, _ ~ ~ NNW ~ 2nd FLOOR N
- I I ,I - = EXISTING-~I _ ---1 DBL 2x10 A KNEAD II „ BUL I I p I
TO BE I~ I~_ 6 STONE . , D I I ~I BASE N 2x10 GIRDER x
4.4'+ REMOVED I~ _ - 8" ROUND .I I I~i I. WATER it - _ ~I x 18' LONG ROU D 1 EACH SIDE ~ 18 LONG
DEPTH it p'~ ' IL-III-I PILE PILE
II D - ~i' ~n NOTCH PILING 2"
BASIN I I • : - I I~ ~ I_ , BOTTOM OF II' - - 60TH SIDESTO
~ ' __I I I-~ 6" CONCRETE I -i FORM SEAT FOR GIRDER 1st FLOOR EL. 17.0
- - 1= -III=I ~ - _ ~ - - - II_li
- ~ _ _III_III-III .I I_I I ~-III-III I I_I _ - - -111 II _ ~ ~ ~ _ - - - i-1~
~ ~ i i ~-III-II I -1 I I-1 I I,-1 II II 8" PILING
J
SECTION ~ J
S3 PARKING EL. 7.0 + N
ROPOSED BOAT RAMP P SCALE: H:1~~=10`
V:1 =4 SECTION A-A
SCALE: 1"=1'-0" ORIGINAL GROUND
40' MAX
SECTION
S3
FINGER PIER EXPANSION JOINT SCALE:3~8'=1`-0" TYPICAL DWELLING STRUCTURE
,,,,,=1 ~ -o" S3 SCALE. e
BOAT RAMP APPROACH d . v
20` 5'
~ ~ 5' D d d d
' a a. STEPS ~ STEPS BOARDWALK 1~~y' DECKING
p~~/i/ / r\ r\~ .2~.
\ \ \y TYP. / ~ N / P ]LING I N ~ I
/ N i / / - ~ I N
\ EL 3.45 PIER 2X6 @ 16" O.C. BULKHEAD ~
+I ±i
0 i 0 i I
NHW EL 1.4 + cv N PIER i
ITION AT BOAT RAMP CURB TRANS 5
SCALE: N.T.S. S 3 S3
- I ~
10' TYP. i
5' 20' ~ i
i
PLAN VIEW
S3
FINGER PIER
PIER
SCALE. a -1 -0 S3
5' TYP
ROOFING (OWNER SELECTI 5' -0" a TOP OF WALK EL 5.2
12
5 2X6 RAFTER @ 16" O.C.
dip" PLYWOOD
~ T ~ 16" O.C. RR ANE TIES ITYP) 2X8 JOIS S HU IC 3~a" 4 H I GH STRENGTH
GALV. STEEL CABLE
° 6X6 POSTS
~ NHN NHW 8"4X6' CREOSOTE
EL 1 0 EL 1.4 PILE @ 4 -0 O.C.; JETTED OR DRIVEN
N 4"X6" WHALERS 2`-0" O.C.
2X10"FLOOR JOISTS X16 0 REVISIONS
1i~4r DECKING EL 5.2 I ~ BY N0. DATE E CRIPTI N 20 MIN.
8
I I o o ~ Q~l DQQ~~~C~
3 8"4X18" ROUND PILES D 0 ~O~(' ~Q~ _ DO
o DBL 2X10 ~ 4 0 O.C. ~p ~p/a C~OoUV~~~VV~~~Oo~
GIRDERS NHW EL 1.4
B" ROUND X 18' LONG
PILES ITYP)
STRUCTURES DETAILS

KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA SALVO
~+~~~~~~~~~<<'i~ DESIGNED: LES
CARp OWNER SAPPHIRE, LLC
GAZEBO SECTION .`,0~••'• SSI•'••~ .5116 LUNAR STREET ~ FE o ADDRESS• DRAwN: LH~ ~
GAZEBO PLAN ~ ~9 ; KITTY HAWK, NC 27949 .Q
SCALE: i~4„=1 ~ -0° S3 „ „ S3 SCALE:~~4=1 -0 = sQ ~ - PH4NE~ 252-756-9352 APPROVED: LES 's # PE 5279
L
0
z ~ '•NGINE~•' J,•' DATE: 2/28/05 BULKHEAD •,2 o,
0 0 ~ 5~ . s3 r,, E• ^o S- 107-B COMMERCE STREET SCALE•AS NOTED
U r rr~i P.~ AASTROUD ENGINEERING, P.A.
W J d4 GREENV ILLS NORTH CAROLINA 27858
O P1276 PROJECT NO.: V(252) 756-9352 SHEET S3 OF 3
DRAWING NO.: 006

1'-0°
LEGEND SEEDING SCHEDULE
KEYSTONE
PIPE SCHEDULE ULE ROOF DRAIN 404 PIPE SCHED 404 WETLANDS LINE= RETAINING TEMPORARY FOR EROSION CONTROL
NGTH INV• IN INU. OUT TYPE PIPE N0. SIZE SLOPE LENGTH INV. IN INV. OUT TYPE COA`. PIPE N0. LOCATION SIZE SLOPE LE COASTAL WETLANDS LINE=•••-•••~• WALL ~
7 3.67 RCP RD1 8" 0.5% 60' 3.93 3.63 HDPE SHOE 1 FES1-DI7 12 .005 40 3 8 SHORELINE= DECEMBER 15-APRIL 15 STORM WATER PIPE= -
RCP RD2 8" 0.5% 60' 4.05 3.75 HDPE STOP 2 FES2-DI7 12 .015 16 3.91 3.67 75' 75 AEC LINE- ~
" 3.67 3.53 RCP RD3 8" 0.5% 60' 4.19 3.89 HDPE 3A DI7-CB2 12 •002 68 30 w RYE GRASS...••••••••••••••••••••120 LB/ACRE 30 BUFFTER LINE= - - ~ z / RE
' 3.57 3.53 RCP RD4 8" 0.5% 60' 4.31 4.01 HDPE T FENCE dLIMITS ~ ~ ~ ~ KOBE LESPEDEZA ...................50 LB AC S I L D. ~ \ J
3B C81-CB2 15 .002 20 SIL' N - -x-x- \ \ \ ~ LIME ...........................2000 LB/ACRE DF DISTURBA CE- +I
4 - 18" 88' 3.53 3.34 HDPE RD5 12" 0.2% 60' 4.01 3.89 RCP CB2 DI3 .0022 3.52 HDPE RD6 12" 0.2% 70' 3.89 3.75 RCP RET~ Q r RE RETAINING WALL ~ ~ / 10-10-10 FERTILIZER .............750 LB/AC \ ~ ~
5 DI1-DI2 12 .003 120 3.88 ' H PE RD7 1 0.2% 60' 3.75 3.63 RCP FES FES= FLARED END SECTION D ~ , , , , , • , .....4000 LB/ACRE i w~ STRAW MULCH........ \
6 DI2-DI3 12° •003 50 3.52 3.31 D 2 " 3.63 3.57 RCP JB= JB= JUNCTION BOX / ~ ~ ~ ~ ~ w~ r\\ \ \ \ \ \ \ N O
7 DI3-DI4 1g" •0035 112' 3.37 2.97 HDPE RD8 12 0.27. 28 ~ HDPI - TY POLYETHYLENE \ \ HDPE-HIGH DENSI ~ ~ ~ ~ ~ ~ ~ - ST 15 - coNC. ~ / ~ APRIL 15 AucU CB-CATCH BASIN \ \
„ 66' 2.97 2,72 HDPE RD9 8" 0.5% 40' 4.60 4.40 HDPE ~ CB=s 8 DI4-DI5 18 ,0038 M \ \ ~ • _ ~ DI-DROP INLET CURB ~ ~ ~
. 4 .72 2,62 HDPE RD10 8" 0.5% 104' 4.40 3.88 HDPE r ~ ~ DI=1 Q g DI5-CB3 18 00 2q 2 _ .........40 LB/ACRE TC-TOP OF CURB GUTTER \ \ GERMAN MILLET...........
' RCP RD11 8" 0.5% 94' q.14 3.61 HDPE ~ Z TC= 10 AdB CB3-CB4 2-18 .0015 116 2.62 2.44 o O~ 10 =BOAT SLIP N0. ' ~ ~ , LIME..•.•••.•.•••••••••••••••••2000 LB/ACRE
_ 24' 2.44 2.39 HDPE ~ o ~ R/W 11 A8~8 CB4 DI6 2-16 .002 R/W=RIGHT OF WAY \ ~ ' ,.,.....750 LB/ACRE 10-10-10 FERTILIZER.....
_ " 1 q' 2.39 2.27 HDPE TIME SEQUENCE ~ ~ FE= 12 DI6 IS 24 00 8 6 ~ NHW FE~INISH ELEVATION ~ LB/ACRE MULCH.. ......................4000
13 IS-J81 24" .0018 108' 1.60 1.40 HDPE U NHW=NORMAL HIGH WATER ~ ~ \ / 25 MBL= ~ ~
HDPE SILT FENCE AROUND PEREMETER OF PROPERTY. Z 25' 14 J81-OS 24 .0018 52 1.40 1.31 1. INSTALL \ \ \ ~ \ \ \ - EMBER 15 rc=TOP of cuRB \ AUGUST 15 DEC i/
o RCP TALL STONE CONSTRUCTION ENTRANCE. rC= 15 OS-FES3 24 •0018 4 1.31 1.3 2. INS / = ANOUT ~ ~ CO CLE \ \ \
X STING STRUCTURES WHERE IT C0= 3. DEMOLISH AND REMOVE E I GV= _ ~ ......1 0 LB/ACRE GV GATE VALVE ~ RYE GRASS 2
WILL NOT REMAIN. EpGE FH= OF CgNq _ ~ FH-FIRE HYDRANT \ \ R \ LIME....•..••••.••••••••••••••.2000 LB/AC E
E 4. CLEAR AND GRUB. S81°46, gLpNG L . \ ? =WATER METER ~ \ - - F RTILIZER............1000 LB/ACRE 10 10 10 E
DRAINAGE STRUCTURE SCHEDUL 49 PROPE W INV 5. CONSTRUCT STORMWATER WETLANDS E LINE RTy r HI Y ~ ENT ....4000 LB/ACRE E'RP MULCH
STRUCTURE NO• TOP GRATE FLOW LINE N INV S INV E [NV ~ 316.29'+ TALL TEMPORARY ROCK SILT CHECK DAM. _ 3.67 3.67 3.67 6. INS ~ _ RIS 5 _ - ES RETAINING WALL - D. B, ~ LLC - 1300, PG, 363
DI7 5.90 7. INSTALL STORM DRAINAGE PIPE, INLET AND OUTLET PROTECT . ~ . AT ENTRANCE D1
CB1 6.15 5.84 3.57 3.57 TILITIES. FILL & ROUGH GRADE SITE. m ~ ; 3.53 3.53 3.53 INS TALL SITE U a . S81°46' - , N.T.S. 4 _9 e 1 ~ MANENT SEEDING ~ _ _ ~ PER
CB2 6.15 5.84 UTTER. n SNOREUI - _ 1 NE CA - - - ~8 - AL AT ~ ! Q• ss TH
.ss .ea 9• PLACE CURB AND G O ~ - 1 .38 5.38 3 3 ^ ~ DI 5 N 10. PLACE STONE BASE. ~ \ ~ s8 ° W EW 7 46 i P' . F'. - 49 _ LIN & M DA SOD
DI2 5.25 5.25 3.52 3.52 ~ ~ ~ ~ UPLANDS ~ _ - _ 3.35 11 . PERFORM FINE GRADING. - - - ~ 910 SF - - E 166 ~ DA HYBRID BER U _25 Mg coasrAL w ' 5 ~ / S ° NI. L ETLAN l6 D.B. .KA ,,,,,,,,,,,,,,,,,,,2 TONS/ACRE
DI3 6.00 6.00 3.37 3.35 12. SEED AND MULCH. +•~--UPLANDS LI OS ~ S[LT FENCE d J6 868, LL LIME... • • • • • . - NE ~ P LIMITS OF 4Q,6 2Q ~ G•183 ' / 2 FERTILIZER
q 6.50 6.50 2.97 2.97 DI \ 275 SF DISTURBANCE ...r'' - - - , , . , , .....1000 LB/ACRE
5.80 5.80 2.72 2.72 D I5 1' WETLANDS / SPRING.. • 5 10 10. - • 1.2962± ACRES ~t FALL.. ..10 10-10.. • • • • • • • • 1000 LB/ACRE
- 2.62 ~ CB3 5.52 5.21 2.62 - pM ~ 15'X20' SHORELI
2.44 2.44 ~ GAZEBO CB4 5.15 4.84 n~ PERVIOUS • 404 WETLANDS )(~X---- ~ ~ / / T M NT x K C06 ) LINE INLE SEDI E CD ~
.39 2.39 °a O• cSEE DET BOARDWALK DI6 4.90 4.90 2 ~ O 7-53) TO BE ~ / TRAP (TYP. ALL RD1 ~ I ' - INLETS) RD9 , 1 a ~
INLET 1.60 M REPLACED I / O ) 5 • / ~
STRUCTURE (IS) 2'27 ~ E X' WOOD 0 1 ~ ~
JB1 1.40 1.40 EX. WOOD - EWATER ULKHEgD T BRAK i' 24 RCP 0 REMgI I RI5 ~ ~
OUTLET 1.31 1.31 TO REMAIN FES#~ N STRUCTURE (OS) ~ « .55' ,a• ~ 34' p a i a, 53 wl B U a RT
4.0' r-----~ ~ FE_~ at co ~ ~ IS EX. ~ B B ~ ~ EN 0 o a~ ~ A
i' W A T 6. ° HO RD Q o. a.a' ~ ~ 1 CP 3 BA w x ~ . D.e ER SIN 2D • , \
P~~ 4.4'n~j ~ 15.14 P\ x / = 6.0 ! ~ m 12, r ~ o ~ Sr PG.662 ~
• ROOF INLET SCHEDULE N82 59 31 W , 0J ~ x 4.5T' FOR ~ I 6.0 .o F ~ ~ ENTNE CONS m ~ s.s o ES 2 ~ ) RANCE (rRUCr1 EXCLUSIVE USE ~ S ° R SEE p ON 3
w. INV. 7.61 ' ~ . TOP INV. S• INV. E. INV. 404 WETLA % ROOF INLET NO N ~ NDS LINE z 3. so Wq TER x OF I a DI-7 F 1$ S ErA1N1 EI q,p \ AARON H ~ ~ a.o ILL HARBOR w I - a,2 6 SQ SEE D NG y~AIC 2) m
RI1 7.0 3.63 3.63 3.63 / / 5 I WE7~gN LI7Y 1 rY OWNERS $ GUE •42 E y EI 5`D1 ~
~ / ~ SEE SHE DS R 7.1 3.75 3.75 ~5, AEC ~ ET I2 3.75 ~ D3) M STS 87.8,
3) 4.5' ~ ~ ~ 9, END CURB OF E ( \ 6.5 TC6.9 6.8 @R
RI3 7.2 3.89 3.89 3.89 PAMLICO SOUND 1 6 \ 4.6' X .5 60 •
6.7 4.01 4.01 ~ / RI4 ~ I / 1 I ~ 1 _ , - t 4.6x C 6, _ _ p4 s
RI5 7.0 4.40 4.40 O ~ i ~ ~ JB ~ S; - - ~ ~ f[NY 1.40 P13 00 P13 Dl_2 6 _ _ ~ r.o x a.62' 00 4.6' O - _ 1~ ti to' o ti 35 ~ 3
o \ 1 COASTAL WETLAND FE 4.80' PP FE 4,80' QP I Q O I' 4Q~ ~ \
P ~ / LINE XISTING 5•D ~4. ~ ^ / TRUCTURE s.D ~4 • W P3 .s ~ 2 ~ _ B ~ .x 1
„ ~L / 1 -D ~ T REMAIN FE s. / \ 20 F I J • 4.5T' 4.6X I P U '0' F ~ ~ 3O 8 ~ ~ ~ ti 7 8 U U RD8 ~ Q o
iV~ M 1.9~ 5.1 I I a"m ® a ~ 9 ~ w .t I O BOAT PUMP ' to ^ m
\ ' x J x x EX. OUT Q N ~ J DOCK 4 R RD1 ° O 4
0 0 , 12 CO ~ ` ~ 01T 2 ~ ~ . q: a. 0 x 4.5 , x a.6'x 0 ~ O D O h ~W 1. NEW g 1 Q o 2
w 1 / } ~ \ w W , 4LL ULKH AD RDl a w o a 6.5
M I I \ ~ r w ~ o 1.0 ~ 3 W 3
a / / MARSH - ~ x 5.2' STRUCTU ~x RE a, 2 x -g ~ w
~ ,Q , a ~ u ~ l \ I SILT FENCE d \ s. _I s.1s p8 a.T s.o s.s R12 ~ v, ~ ~
> / LIMITS of ~O ~ ,8 2 o
, + DISTURBANCE 24" ROLL TYPE CURB d GUTTER 30.63 _ 1 ~ EMI T.8' 7.5 I O ' p C02 ° ~
TURNBUCKLE 3, GH STRENGTH r-''""J , 1 e ~ H I TEEL CABLE v^ / I \ TUE E TC MERGENCY ~ 10 s I~•D ~ ~ rURNA ~H ~Cl E m ~ O ROUND R a.5'x 3 5 I x~
GALV, ~ / / \ ~ / / ~ ~--~..I?E ~-...~..,(?ERVIOUS pAV ~ 5.2 x. RD6 ,
FILTER FABRIC N1$°O1'34"E ~ ~ ~ , ERS 1 ~ ~ a.a K 1.T` x ~ ~T 4.T' 40
~ / / ~ , DBL LAYER OF SHIPLAPPED 1"X8°X6'-0" g" X6' CREOSOTE 5 0. 4 6 ~ - ' ~ ) TG 5.5 11 ~ 4.9' 4.89 x x 4.6' ~ 4 8
PI E ~ 4'-0" O.C.; ' / ~ JETTED OR DRIVEN I 75' A '.3 O + Q i ~ ~
, ' EC 1 , i ~ ~5 _ AEC ~ w w
` ~ i , ' CEDAR ~ c- 3 s:e . _ ~ 03 rY O o ~ ~ x
~ ~ \I ' ~ ~ BULKHEAD ~ AO o Z ,
CREEK; 4"X4" WHALERS ~ 2 -0 O.C. I ~o % (DET 4- ~ a.6 c w ~ ~o D1) ~ Tc6,o ~ o D
~ ' t ' ~ I EXISTING ss RDS w Q W I r- . sr .r 4 ~ 3 T RUCTURE I x ~ w ° N
I e' MIN. I p- 111.27 i~ 0 65 , 53 ° , 0 REMAIN -
I ~ ~ ~~W S88 49 13 W ~ 2° p6 OZ I. ~M ~ m a - x I ~
I I ~ ' S8 x ~ R14 RD4f CO 2 - - J x
4 X6 X10'-0 PILES @ 4 0 O.C. N 8 4° ` a K FE 6, 5 7.0 - _ _ _ SILT FENCE d 44 31 W-632. `
JETTED OR DRIVEN \ + ~ - LIMITS OF 06 x ,x « ,
C A ~ ANA, DISTURBANCE-----__-- KNEAD a'6 5.03 L ~ BUL _ _ - EMERGENCY VEHICLE (DET 4-D1)
9 S q ° ,~0 p ~ / ~ ~ TURNAROUND S]LT FENCE d - - ~ JOHN ~~~T f
(PERVIOUS PAVERS) ~ 6 3 (~I~T NC~ E \
W ~ PATRIC IA FOR T
BENCHMARK r
3 NCGS MONUMENT SPRAY v ELEV. 5.08
P0`-0" ~ GRID COORDINATES
• N: 669,407.25 E:3,046,738.36'
EDGE RESTRAINT BRICK PAVERS SAND BEDDING SCALE FACTOR:O.99988449 R E V I $ I 0 N $
BULKHEAD 4 I BY N0. DATE DESC PTIO
D1 LHJ 1 3/15/05 OWNER COMMENTS
.:o , 2 ~ ~ 1` e-' LHJ 3/21/05 OWNER COMMENTS
° ' . ° o o ° o Q • ~ ' LHJ 3 4/11/05 OWNER COMMENTS V 0 ~ ~ o ~o ' O LHJ 4 4/-7/05 OWNER COMMENTS
• \ \ 1 LHJ 5 5/3/05 OWNER COMMENTS
e• ' c o o p o D o p
RAD. 3000 PSI 25° R"D• LINE OF HOUSE 2 CONCRETE ~~~Q~~ Df~Q~~~C~ p~~L~~
a,4~ DEPTH 2D' I RADE DO IM©~ ~~C C~OC~ NOS, 57 STONE GEOTEXTILE COMPACTED SUBG
/ s'~z" 24' B-6 (8 THICKI C~~f~~~G°3~C~~j ~©[1~
/ i „ PERVIOUS SURFACE PARKING PAD ~e RAD. ~ I
a / ~ 20 ~ 10 ~I TYPICAL SECTION 3 TORMWATER MANAGEMENT PLAN & S
„ 112' BCSC,TYPE SF9.5A I~4'/FT MIN. I ~ _ 4 4 7 „ r - - EROSION & SEDIMENTATION CONTROL PLAN
d I, " T 1~4 /FT I a 4 /F i ~ TURNAROUND D1 EMERGENCY VEHICLE
. I I 4' ' I N. T. s.
„ PERVIOUS ~s" AaD. , ~ 6 CABC
24 3 -6 X 0 -4 SURFACE SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA
CABC UNDER CURB
24" CONCRETE CURB & GUTTER ~?~~~N~~~~e~ephe DESIGNED: LES ~RTH c~AQ 4, OWNER SAPPHIRE, LLC
RB & GUTTER (24 ) 1 cROLL TYPE) 24' B/B STREET SECTION 2 ROLL TYPE CU TYPICAL ,~~pFES .5116 LUNAR STREET
D1 PARKING PAD D1 P si : ~ , ADDRESS• DRAWN: LHJ Q ~ : KITTY HAWK, NC 27949 Z.v
PERVIOUS #p PHONE [phone] VED: ES
N.T.S. r . ~5~~_ ~ - APPRO L
'q i
0 z •,~0 ~~.;NE5R-' DATE: 2/28/05
v STaO A-za~STROUD ENGINEERING, P.A.
w 107-B COMMERCE STREET SCALE: 1°=50' _ d l(-pS GREENV I LLE, NORTH CAROLINA 27858 t [phone] SHEET Dl OF 4
P1276 0 NO.. PROJECT N
a-, a AWING NO. 007
DR

#51 WASHED STONE
~~4' WIRE MESH / GENERAL NOTES: „ (HARDWARE CLOTH) 12 GAUGE 4"x 4" OR 2"x 4" WELDED WIRE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS OR FASTENEp
4 -0 9 -0 1. SEDIMENT SHALL BE REMOVED AND TRAP RI WHEN THE SEDIMENT HAS ACCUMULATED TO OVED AND TRAP RESTORED TO ITS ORIGINAL D]MENSIONS TO CEDAR OR WOOD POSTS W/N0.8 STAPLES ACCUMULATED TO ~~2 THE DESIGN DEPTH OF THE TRAP.
A ~ 2, REMOVED SEDIMENT SHALL BE DEPOSITED A A MANNER THAT [T W[LL NOT ERODE. _ BE DEPOSITED IN A SUITABLE AREA AND ]N SUCH ULTRAVIOLET RESISTANT (BLACK) FABE:IC SECURED
STORM DRAIN ao;o:.v:•• • NOT ERODE. TO WIRE W/METAL CUPS OR WIRE AT h" OFF CENTER
PIPE o~.o t? 0:0• 3. THE STRUCTURE SHALL BE INSPECTED AFTI ~o~ o.. INSPECTED AFTER EACH STORM EUENT AND REPAIRS
_ _ _ C 'LASS " $ MADE AS NECESSARY.
- RIP RAP 4, C~ISTRUCTION OPERATIONS SHALL BE CART o~ a STORAGE AREA EROSION AND WATER POLLUTION ARE MIN. VS SHALL BE CARRIED OUT IN SUCH A MANNER THAT MAX. SEDIMENT STORAGE LEUEL. f~EMOVE
_UTION ARE MINIMIZED. ~ SEDIMENT WHEN THIS LEVEL IS RtACHED OR AS DIRECTED BY CONSERVATIOPi INSPECTOR.
FLAIRED END 1 • oQ,a o c 5, THE SEDIMENT TRAP SHALL BE REMOVED AI SECTION L- o po p'oo _L BE REMOVED AND THE AREA STABLIZED WWEN THE f ,
DRAINAGE BASIN HAS BEEN PROPERLY STAE 2 .N PROPERLY STABLIZED. i
PLAN VIEW CATCH BASIN 6. WIRE MESH INSTALLATION SHALL BE IN Af d SHALL BE IN ACCORDANCE W]TH STD. N0. 20.05.
FINISH GRADE TOP OF BANK 7. WIRE MESH SHALL BE HARDWARE CLOTH 23 / ~ iDWARE CLOTH 23 GAAGE M]N. ABD SHALL HAVE 1/4 /
9 INCH MESH OPENINGS. ~i'
PIPE ~ ~ ~FLOW~ LINE i ° - SHEET DRAINAGE (ONLY) ~ ~ ~
o O O o- O o 040 CLASS "A° --11i(I~II .
RIP RAP FILTER FABRIC
SECTION A-A .-NATURAL GRADE - ~1=
_ CARRY APPROX. 12" OF FABRIC INiO TRENCH,
ETAIL 1 ? =1 X111= COVER W/SOIL d TAMP BACKFILL. ~ ~I~-
RAP APRON D RIP ~~4' WIRE MESH N -II I III- CARRY 6" OF WIRE INTO TRENCH
D2 . 4 MAX. POST 4~1 I
SPACING i i~i-
METAL POSTS AT 10' O. C. MAX. POTS SHOULD
STORAGE AREA BE 3' DEEP M1N.
Z a /-#5 OR #57 I '~~QW i v /-#5 OR #5T WASHED STONE TYPICAL SILT FENC
OYV ~ II F~~ E SECTI o 0 3 F;~~.
Z /II - I I I -1)T-+ - ~I I -
I- ~ , , I .ilh ' I I - I I I I - D 2
II II II 3' -4" I I I I I I
I I I I I I W[RE MESH SKIRT [RE MESH SKIRT
12' - 6" INTO GROUND " INTO GROUND
0 e ao 0 _
oar o ~ ~ SECTION A-A )N A-A
~o 0 0 00 0
o so 0 ~ 2
STORM INLET SEDIMENT TRAP 2 5D' o Oo 0~ ~
0 80 o TYP. AT ALL INLETS D2 D2
o ~ ® ao
°°08~ 5" PLASTIC
o~ 900 0 0 ova 0 NEENAH R-3501-N DRAIN T[LE NOTE: GRATE W/SOCK, SEAL TOP. DRAIN
0 0 00 0 0 na HOOD, GRATE T[LE TO BE REMOVED d FRAME OREO. & HOLE SEALED WITH NON-
. SHRINK GROUT JUST PRIOR
TO PLACEMENT OF PAVEMENT.
FINISH GRADE
00 0 0000 ~o CA`~~
EXISTING ROAD LOW PROFILE E a°° oo °
CAST IRON FRAME 8~ GR u 24" o~o0 00 - IATE B °o 0 0 0~
3 MAX ATE 0 ~o 0
FINISH GRADE NISH GRADE ogo 00
NCE DETAIL CTION ENTRA f CONSTRU o p NG 5T 0 ~ 00 0~ S;UNE
4 0 00 8 °0 0 0
D2 0 8 3 0 o~ 0 S
ao 00 00~ FL EPS ~ 14 0. C. ~~b oho R ALL BOXES
N0. 57 o~e o DRAIN °cA o O`'ER 3' -6" DEEP. _-DRAINAGE e° ~
STONE a o0 ~B o~oo PIPE WRAPPED ~ P I PE 3~
W/FABRIC o~0 000 )00 PSI C~]NCRETE
3' - 10"
? ~ , 3000 PSI $u
8 CONCRETE
NOTE: INTERIOR DIM. = 24" X 36"
2'-0" x 3'-0"
„ 2" DIA,' 3 -10 x 4 -10 WEEP HOl ~-2" DIA,'
ONE EACF WEEP HOLE _ ONE EACH T y p
SIDE ICAL CATCH s BASIN IDE 6
NOTE:
INTERIOR DIM. = 24" X 36" D2
23~~" 4
1" 1',4' 23'-, TYPICAL D ROP INL
ET 5 ~ r 5
14" 33'+n R D2 ~N D2
21~~" e 5i," R
4
2378' 23
32~~2" 32~~'
REVISIONS
o BY N0. DATE S RIP N Pf~~dOf~~~lQ~~7 D e
DO 104 NJ~~ ~ o OQ
C~O~I~~~NJC~~~O~
E FOR ROLL TYPE CURB GATE & FRAM 7
D2
DRAINAGE, EROSION & SEDIMENTATION CONTROL
DETAILS
SALVO KINNAKEET TOWNSHIP DARE COUNTY
NORTH CAROLINA
~,,~"'N~,,,, ~p~ OWNER SAPPHIRE, LLC d C e,~~ DESIGNED: LES
0
•oR~ FS'.~~.0.. ADDRESS• 116 LUNAR STREET _
L t ' 0 oKITTY HAWK, NC 27949 DRAWN: LHJ
y;Z s PHONE: [phone] • 2
U U =Zt D:D: •mj APPROVED: L ES
p P1276 ;o .o ~r
PROJECT NO.. r,r %o STROUD DATE. 2/28/05 F ENGINEERING P.A.
OL DRAWING NO.: 008
107-8 COMMERCE STREET SCALE: 1" = 30' NORTH CAROLINA 27 U 858 G(2R52) 75EENVIL6LE-,9352
1
SHEET D2 OF 4