20070827 Ver 1_CAMA Application_20070514

LPIWA
NCDENR
North Carolina Department of Environment and Natural Resource<
Division of Coastal Management
20070827
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
EXPRESS PERMIT
_ .r
May 11, 2007
iv ',Y ' Z 0 0 v
MEMORANDUM:
TO: Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Hammerhead Corporation, Inc. C/o Billy Farrington
Project Location: 6802 Emerald Drive, at the end of Canal Drive, adjacent to Bogue Sound,
in Emerald Isle, Carteret County.
Proposed Project: To fill and grade approximately 74,606 sq. ft. of high ground.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 6/6/07. If you have any questions regarding the proposed project, please contact
Jason Dail at [phone], when appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT 2 0 0 7 0 8 2 7
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Hammerhead Corporation, Inc. C/o Billy Farrington
2. LOCATION OF PROJECT SITE: Project site is located at 6802 Emerald Drive, at the end of Canal Drive,
adjacent to Bogue Sound, in Emerald Isle, Carteret County
Photo Index - 2006: 38-8069, L-4, 5 2000: 38-478, M-3
State Plane Coordinates - X: 341235 Y: 2599416 Rover File: V-032112A
Lat: 34'40'15.792" Long: 77°00'22.660"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/21/07
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received -completed 5/09/07
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Emerald Isle
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: ES, OR
(C) Water Dependent: No/Subdivision
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Individual Septic System
(F) Type of Structures: Existing - None
Planned - Five Lot residential subdivision.
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DRFTXTFT) FIT T FT) nTUFR
(A) Vegetated Wetlands
Section "404 type"
(B) Non-Vegetated Wetlands
(C) Other - High ground Disturbed 1.71 acres
(74,606 sq. ft.)
(D) Total Area Disturbed: 74,606 sq. ft. (1.71 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to fill and grade approximately 74,606 sq. ft. of high ground.
Hammerhead Corporation, Inc.
Page Two
9. PROJECT DESCRIPTION
Billy Farrington, representing Hammerhead Corporation, Inc., has requested that the attached application be processed
under the Express Permit Review Program.
The applicant's project is located at 6802 Emerald Drive, adjacent to Bogue Sound, in the Town of Emerald Isle,
Carteret County. To find the property, take Highway 24 west from Morehead City towards Cape Carteret. Turn left onto
Highway 58 and travel across the Emerald Isle high-rise bridge. Turn left on Emerald Drive into the Shell Cove
subdivision and the property will be located on the left hand side of the road approximately 0.1 miles. The subject site
is bordered by residential properties to the west, a church to the east, NC Highway 5 8 to the south and Bogue Sound to
the north.
The subject property is approximately 5.39 acres with roughly 430 linear feet of shoreline along Bogue Sound (the
northern property line). The site is part of the Shell Cove subdivision and is currently undeveloped. Elevations at the
site range from 4' to 12' above Mean High Water (MHW). High-ground vegetation on the tract consists primarily of
Long Leaf Pine, Live Oak, Cedar and Red Maple. Most of the under story vegetation has been cleared, however there is
a small stand of vegetation along the waters edge that consists of Wax Myrtle, Yaupon, and Red Bay. Transitional
species on the property including: Sea Oxeye (Borrichia frutescens), and Grounsel-bush (Baccharus halimif lia) are
located along the upper edge of the coastal wetlands. High coastal marsh vegetation, including, Black Needle Rush
(Juncus roemarianus), Spike Grass (Distichlis spica ta), and Salt Meadow Grass (Spartina patens) complete the
transition to the waters edge where Smooth Cordgrass Marsh (Spartina alterniflora) is the predominant species. The
marsh area adjacent to the site ranges in width from approximately 20 to 400 feet.
The waters of Bogue Sound, adjacent to the project site, are classified as SA-ORW by the North Carolina Division of
Water Quality. The area is NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries.
According to the Division of Environmental Health, Shellfish Sanitation Section, this area of Bogue Sound is OPEN to
the harvesting of shellfish.
PROPOSED PROJECT
The applicant proposes to fill and grade approximately 74,606 sq. ft. of high ground within the Shell Cove North
subdivision. According to the application package, compatible fill material would be placed on Lots 5 through 9. The
fill material would be graded and stabilized with vegetation prior to future home site construction.
Starting at the terminal end of Canal Drive and working east, the applicant proposes to install a 10' x 50' construction
entrance, consisting of marl. The construction entrance would provide direct access to Lots 5 through 9. Fill material
would be spread throughout the Lots and graded down towards the north, or towards Bogue Sound. A temporary
sediment trap would be constructed along the upper limits of the "404" and coastal wetland line and outside of the 30'
Coastal Shoreline Buffer. The sediment trap would span from the western edge of Lot 5 to the eastern edge of Lot 9.
Additional high ground and vegetated wetlands would remain undisturbed along the northern side of the proposed trap.
It should be noted that the applicant received a CAMA Minor permit (#06-68) from the Town of Emerald Isle on
12/12/06. The permit authorized land-disturbing activities within the 575-foot AEC at 6802 Emerald Drive. However,
subsequent to the issuance of the CAMA Minor Permit, it was discovered that the associated grading and filling would
disturb more than one acre, thus requiring Sedimentation and Erosion Control Plan, as well as a State Stormwater Plan.
Therefore, the associated grading of the property the and construction of a temporary sediment trap, which are located
within the 575-foot Area of Environmental Concern (AEC), in additional to the requirements for obtaining State
Stormwater and Sedimentation and Erosion Control approval, requires this project to be reviewed under the CAMA
Major development process.
Hammerhead Corporation, Inc.
Page Three
The applicant has indicated that sewer and water would be provided by on-site systems. The Department of
Environmental Health, Water Supply Section, has issued a public water supply permit to the applicant. The
authorization to construct a water supply well was approved under permit NCDENR-05-01708, on 11-28-05. In
addition, the applicant has submitted an Express Low-Density Stormwater Permit application to the North Carolina
Division of Water Quality. The Express Stormwater permit application is currently in review, under project number
SW8070432. Lastly, the applicant has also submitted, and obtained approval of a Sedimentation and Erosion Control
Plan (SECP) from the Division of Land Quality. The plan was approved on 4/03/07, and was issued under Carte-2007-
324.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 74,606 sq. ft. (1.71 acres) of high
ground. No impacts are proposed within the 30' coastal shoreline buffer, coastal wetlands or surface waters.
Submitted by: Jason Dail Date: May 10, 2007 Office: Wilmington
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Hammerhead Corporation, Inc. Project Name (if applicable)
Shell Cove North - Phase Two
- Emerald Isle
Applicant 1: First Name
William Mi
U. Last Name
Farrington
Applicant 2: First Name MI Last Name
If additional appi cants, please attach an additional page(s) with names fisted
Mailing Address
8108 Sound Drive PO Box City
Emerald Isle State
N. C.
ZIP
28594 Country
USA Phone No.
252 - 422 - 3088 ext_ FAX No.
252 - 354 -4016
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. AgentlContractor Information xJ U iV EY %
Business Name
APR 2 62007
Agent/ Contractor 1: First Name MI Last Name
DIVISION OF
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Fann continues on back>
252-300-2003 :: 1-800-4RCOAST :: www.nccoastalmanagoment.not
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 6802 Emerald Drive NC 58
Subdivision Name City State Zip
Shell Cove North Emerald Isle N. C. 28594-
Phone No. Lot No. (s) (if many, attach additional page with #sp
- - ext. 5, 6, 7, 8, 9
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name, the closest major water body to the proposed project site.
SNatural ?Manmade ?Unknown Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
SYes ?No work falls within.
Town of Emerald Isle
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
430 lineal feet 5.39 acres of high ground
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.04ac, 1.07 ac, 1.12 ac, 1.05 ac and 1.11 acres NWL (normal water level)
(if many lot sizes, please attach addtional page with a list) +4' to + 12' SNHW or ?NWL
e. Vegetation on tract
yaupo n, pine, native grasses
f. Man-made features and uses now on tract
Property has a man made canal which runs from Bogue Sound south to the high ground. No work in the vicinity of the
canal will be done.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential property on west side, a church, parsonage and recreational facility on the east side, NC 58 on the south side
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RMH - residential (Attach zoning compliance certificate, if applicable)
SYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes SNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes SNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes SNo ?NA
National Register listed or eligible property? C__1% TM

lll?
6 (L; 6 11 \Y <Form continues on next page>
ID
APR '2 s 7007
B"11810 N
253-803.2808 :: 1-888-4RCOAST :: www.nccoastalmanG"4&TA4n4MANAGEMENT
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?No
(ii) Are there coastal wetlands on the site? NYes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? NYes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
lots have been approved for the use of septic tanks
o. Describe existing drinking water supply source.
community system (Bogue Banks Water Corporation)
p. Describe existing storm water management or treatment systems.
Sheet flow, no impervious surfaces planned for this permit.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial Public/Govemment
N Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The land where 5 residences will be built will be raised to help elevate them above the potential of floods.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Trucks will bring select fill to the site, and a dozer will be used to grade the soil. There may be as many as 6 trucks used
and stored off site,and there will be one dozer used and stored on site. Future seeding and vegetation efforts will be
done and a farm tractor may be used and stored briefly on site.
d. List all development activities you propose.
Fill and grading of soil on 5 sound front lots.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 74,606 NSq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ETNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None, dry material will be brought and measures have been taken to ensure no siltation reaches Bogue Sound.
L Will wastewater or stormwater be discharged into a wetland? OYes NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? ?Yes ?No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
IM, II 11
APR 2 62007
2S2-9e8-2803 :: 1-888-4RCOAST :: www.accc,staIm&1tagenUW1$BQN OF
COASTAL MANAGEMENT
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) -- (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below,
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Frank Rush, Manager, Town of Emerald Isle Phone No. 252-354-3424?500
Address 7500 Emerald Drive, Emerald Isle, N.C. 28594
Name Pete Horst, c/o Pete Horst Yacht Sales Phone No. 910-256-0049
Address P.O. Box 111, Wrightsville Beach, N.C. 28480
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DENR-LQ Carte-200 - 24 issued 04-03-07 NCDENR-05-01708 Public Water Supply issue l l-28-05
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date -April 25, 2007 Print Name William U. Farrington 4
Signature
??/!
Please indicate application attachments pertaining to your proposed project.
RfDCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts o?? r
&CM MP-3 Upland Development
?DCM MP4 Structures Information
QX
252-800-2003 :: 1-338-4RCOAiST :: www.nccoastalmanagomont-nst
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project NA NA
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. () Does the area to be excavated include coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or cRher wetlands (WL)? If any boxes are checked, provide the
number of square feet affected-
?CW ?SAV ?SS
?WL ?Nae
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal arm.
c_ (i) Do you claim tittle to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA ?Yes No ?NA
(ii) If no, attach a letter granting permission from the owner. (i) If yes, where?
e_ (i) Does the disposal area include any coastal wethandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL --- ?None
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:
R ]ECE11
l APR 2 62007
D
vIVIS'10N OF
COASTAL MANAGEMENT
252-000-2800 :: 1-888-4RCOAST = yrww,nccoatstaltea enR ettt rewlssd: 12/25/06
Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length:
?Bulkhead ?Riprap OBreakwateriSill ?Other- ------------ Width:
c. Average distance watenward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
f. (i) Has there been shoreline erosion during preceding 12
months?
OYes ?No ONA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
I. Source of fill material.
V
h. Type of fill material UE
APR 2 6 2007
SION OF
COASTAL'M
NAGEMENT
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? OYes QNo ?NA b. (i) Will fill material be placed in coastal wetlandstmarsh (CW),
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area approximately 440 x 170
specificalll r. 74.606 sq, ft.
(iv) Purpose of fill
To raise the building sites for five (5) future residences, to
prevent flooding from high water.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
No fill will be placed below the HWM, a 30 foot buffer has been
provided to ensure containment.
GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., draghne,
controlled? backhoe, or hydraulic dredge)?
Fill material (select sandy soil) will be tucked on site and spread Trucks will bring fill material to ft site. A dozer will be used to
by a dozer. The material will be dry. A sift fence and grade it. A farm tractor will be used to seed, fertilize and
temporary sediment basin will be installed to contain sediment. mulch the disturbed area. No dragline, no dredge, no other
equipment-
c. (i) Will nav' 1 aids be required as a result of the project?
[]Yes No ?NA
(ii) If yes, explain what type and how they will be nnplemented.
d. (i) s'et'a o ?N transporting equipment to project
(n') If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
April 25,2007 Shell' Cove North - Phase Two
Date Project Name
252-008-2900 :: 1400-4RCOAOT w xy a soaalaldea t.?iet rep lsaad: 13/26106
Form DCM MP-2 (Excavation and Fill, Pa" 3 of 3)
William U. Farrington
Applicant Name
Applicant Signature
APR 2 6
DIVISION OF
COASTAL MANAGEMENT
252-303-2303::1-338-4RCOAST www..ncooastalammweement.net rsvr:12/26103
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Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc_)
Community water system is Bogue Banks Water
Corporation permitted and already installed.
n. (i) Will water be impounded? Oyes ®No ONA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
Phase Two was put on record in 2006.
p. If proposed development is a subdivision, will additioral utilities be
installed for this upland development?
[]Yes ®No ?NA
April 25, 2007
Date
Shell Cove North - Phase Two
Project Name
Hammerhead Corporation, Inc.
Applicant Name
William U. Farrington, V.P.
Applicant Signature f 4W, (? 71
F'm'* E 0 E I V E ED
APR 2 6 2007
DIVISION OF
COASTAL MANAGEMENT
252-808-2308 ;: 1-883-4RCOAST :: v. orgpast?lman. .._..........:e?R rev6s". 12t26t46
NARRATIVE
Shell Cove North is a 9 lot subdivision, located adjacent to NC 58 on
Emerald Isle, N.C..
Phase One was put on record in 2004. Phase One is a four (4) lot
subdivision. No land disturbing activities were required for the approval
process. Noland disturbing activities will be done at this time for Phase
One. All lots front on NC 58 so DOT driveway permits will be granted to
allow for all lots to enter and exit onto NC 58. The owners decided to
take advantage of the public R/W of Canal Drive, and subsequently, a
driveway was built within an easement so all four lots could gain access not
from NC 58, but from Canal Drive. Lot 4 (the most eastwardly lot in Phase
One) was sold to Pete Horst Yacht Sales. There is no land disturbance in
this phase. Lot impervious limits for these lots (1- 4) is 7,050 square feet
for each lot.
Phase Two was put on record in 2006. Phase Two is a five (5) lot
subdivision. This Phase requires land disturbing activities and therefore a
number of permits. There are approximately 74,606 square feet (1.71
acres) of high ground that will be disturbed by the addition of select fill.
By adding fill, the owners of Lots 5 - 9 will be able to construct residences
several feet higher than normal and perhaps be able to avoid or minimize
storm f food levels. Lots 5 - 9 could also be granted driveway permits from
the DOT, but a central driveway easement was placed on the land and it
suits the community better. A neighborhood boat basin, which is not a part
of this project, will be constructed at a later date. Lot impervious limits
for these lots (5 - 9) is 9,800 square feet for each lot. The town of
Emerald Isle is the adjacent riparian owner on the East side of the property.
E0EJ7yF'--"
APR z s zoo?
DIVISION OF
COASTAL MANAGEMENT
ROGUES o GENERAL INFORMATION
Filling Operation Notes:
000
S Ite 1. This project provides for filling and grading five (5) 1. Coasts) Wetlands and 404 Wetlands w 000 ~
CANAL DRIVE tots adjacent to Bogue Sound for the future
N.c. 5 ~ t ~a~ construction of five (5) single family residences. Bo ue Sound have been protected from siltation ti g Temporary Sediment Basin ~ I I Swale 14' wide, 2,3' deep, 430 feet long ~ 0 ~
~ EMERA~p pR, W 2. Future excavat+on and construction of the Proposed s s.A.o.R.w. and possible damage, by adding silt O N O N O
Z ~ ~ ~ ~ z o Boat Basin is not a part of this project. y ss, fence ns noted on drawing.
o m D g ~ o ~ 3. The subdivision was placed on record in 2006. ~ " m a 4. The grading permit for the access driveway OCEAN DRIVE OCEAN DR. Z ~ y$ ~9 2. Total acreage includes salt marsh.
~Q ~s~s •s ~79'4j'45"EN 6~p189 3. Only uplands are included in the filling proposal. 0 0 0 ~ °C
y ~ i^ 4•~7e' 4. This project disturbs 74,606 sf, most Z 4.6 ~
was issued by the Town of Emerald Isle. s.,,, ATLANTIC OCEAN BO9U6 Sound so s o2.52'o4"w of which is the addition of select fill. N o. ~ \ 80.33 ~ ~ ~
5. Approximately 74,606 square feet wiU be s.A.o.R.w. ~ ~ dV, v',~ 6'. w +6' ~ VI to ~
1 57.`91' ~ .I.P. ~
V ~ C ~ n ~ ty M a disturbed for this fill procedure. `~,i^ " n.t.s. ~ 6. All f+l1 material shall be transported from a site Al ~ \ ~i y ~ ~ HEET o' N_
a roved for min+n b DENR on the mainland. .S 8T1~'4s"E k,~~~ i~ ~ k'~'' 45.62\ a ~o~`' Q FLOW ~ ~ ~
7. T mporary Sediment Basin is based on 3,600 cf/acre N 34•a~'3s°E~~~39 ~ 49 Q ~ ~
1 Q ~
disturbed See calculations for TBS provided ' 1 S 31'32'47"E 88.20' ~
OR'S NOTES " A~$ SURVEY s 1 S 72'08'47"W S 02'00~53°VY ~ ~ w ~
~ i ~ . 49. 4' ~ 2g.g4~
1.) AREAS ARE CALCULATEd BY COORDINATE COMPUTATION. F~ ~y S 0'43'51 °W
13.55' 1 12
Z.) REFERENCE: D.B. 843, P6. 442, 529; D.B. 346, PG. 494; D.B. 414, PG.
484; D.B. 872, PG. 595; M.B. 12, PG. 39; M.B. 29, PG. 657; M.B. 30, PG. 802. 6 10' PROPOSED CONTOURS ~ ~ Pte- -
3.) TAX P.I.N. 5394.20-9Z-1354, 5394.20-90-4952. 2.58 1 ;9 6. ~ ~
4.) FLOOD ZONE: ZONE X, AE (EL8,EL9) PER F.I.R.M. 3720539400J, SATED JULY ~ 8 4' I~1~ ~
5.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS OF WAY AND ~ MA AGREEMENTS OF RECORD PRIOR TO THE DATE OF THIS PLAT. MARSH ARE,, , ~ 2. ~ti~ EXISTING ONTO RS ~`rd~~ `
N - <D N
6.) ALL CORNERS ARE E.I.P. OR S.I.P. EXCEPT ALONG BOGUE SOUND, WHICH WERE N N ~ N N, + + ~ .P, ~
NOT SET DUE TO WATER, OR OTHERWISE NOTED. rn N C~ N, ~p W 1 Co O O O r N N M 'cr
7.) ALL BEARINGS ARE GRID BEARINGS, ALL DISTANCES ARE HORIZONTAL GROUND ~ DISTANCES UNLESS OTHERWISE NOTED. 'gyp ~ ~n ~ RSH AREA ~n
~ ~ ~9 ~
8.) TOTAL AREA THIS SU6DIVISION IS 12.86 ACRES INCLUDING MARSH. V
9.) LOT 5 AREA= l.04 ACRES, LOT 6 AREA= 1.07 ACRES, LOT 7 AREA= 1.12 ACRES, ~ ,~o~ P~ ~ MARSH ARF~±t ~jA gHA RES ~ -~O~ 1.51 ACRES MAR9HACR S sEcTroN A-A
LOT 8 AREA= 1.05 ACRES, LOT 9 AREA= 1.11 ACRES. Z
10.) THIS PROPERTY IS ZONED RMH. MARSH AREA R
1.27 ACRES 1 5 ~
I1.) THIS ENTIRE PROPERTY IS WITHIN THE 575' ESTURINE SHORELINE O.R.W.A.E.C., p ~RSH AREA 1 Pen insula
EACH LOT IS LIMITED TO 25% IMPERVIOUS AREA. ~sH A 12.) 404 WETLANbS LINE SHOWN HEREON AS FLAGGED AND APPROVED BY THE ~ 1.22 AC U.S.A.C.E. ON PLAT DATED .22 ACRES , 3 Z
N O O
13.) TOPOGRAPHIC INFORMATION BASED ON N.A.V.D. 1988. Temporary Sediment V
14.) SETBACKS; FRONT OFF N.C. 58= 30', SIDE= 15', REAR= C.A.M.A. REQUIREMENTS. Adjoining Property Owner: t N .~,p,e o d~~ Property Owner: B~,n ~
3'1~.0~'
Pete Horst Yacht Soles H~ High stet Ma k o~s'~ 6~ 15, Town of Emerald Isle g ~g ~
GENERAL NOTES P.o. Box 111 7500 Emerald Drive +6' ~ s
1. Impervious area of street = 20'x 375' = 7,500 sq. ft. Wrightsville Bench, N.C. • ~ ~ ~ ~z6~ Emerald Isle, N.C. 28594
6ati~~ 1 - ~ Tel: [phone] + +6 ~ ~
2. No of lots = 5 28480 N 54g.12~ P: Q
3. Total acres in tract = 12.86 (includes marsh) ~yJ ~1 N ~ P.I.N. 5394.20-91-5561 V
i lots 1-5 = 5.39 TEN~~`C~RARY ~ 4. Area of high ground n /1 PROPOSED CONTOURS ~ A
5. Impervious allowance = .25 x 5.39 = 1.35 acres ~ ~ ~ ~ ~ ~ A , ~oustctl etlQn , 10' io ~~a io ~ 2 0 p
as weN 404 L'n L'n¢ e °n , 8 s' s' W
6. Deduct 20' wide street (20x375) or 7,500 sf ~ v ~ g 6 6' 6'
and 7,500/43,560 = 0.17 acres so 1.35-.17 = 1.18 ac. ~ ~ C 4' 4'
7. Divide 1.18 acres by 5 lots and each will be able to J have 1.18/5 = .23 acres impervious or 10,000 sf. z ' ~ •6 `~~~1 2, 2' 2' H
8. Check to see if density does not exceed AEC border C41~JSTRUCTI4N N °P°° coNsTRUC-rroN o o ~ L] + + + + +
All property is within AEC (575 feet). Total high ~„~IMITS (O ~ ~ ~.6' GOP1TOl1~ ~ ^O 0 0 --1
ground is 5.39 acres and .25 (5.39) = 1.3 acres y` ~ 1 ~ HEET ~rMzTs
~o Q ~ N Q FLOW J a
Therefore allowable impervious +s 1.3 and calculated A ~ SHEET Q +10'
impervious is 1.18 acres. No violat+on within AEC. Shell Cove North Phase One M.B. 30, Pg. 802 Q FLOW sEcTION B-8 4- ~
A Q SHEET ~ I~ ~ ~?~~'lE w
zAI F~oW ~ Emerald Isle Chapel By The Sea,
5, W ATERI CEASEMEN'~ A gGCE ANp UTLI. ENS ~ ~ 6800 Emerald Drive MAY ~ 9 ,007 V
+ ~ o. Emerald Isle, N.C. 28594 H
A ~ S. WATER ACC SS, DRp?~NA~ SEME w P.T.N., 5394.20-90-5969 DIVISION OF ~
$ Constr "w ~ Entr :onstr ctioh COASTAL MANAGEMENT
Entr ce ~ J i,+ O
D r~~ e N 12' 850 0' / rn 0
Can,°P~b~~~ R/`" 50 EXISTING s LE LE~END ~
FIRE HYDRANT o `~~Fo. i 12 E.I.P. Q SHEET FLOW h ~ ~
Z r ~ N, ~ cJ0 ,~o .~0~ 10 S 8~.~~'33*~,~ E.I.P. EXISTING IRON PIPE V PIPE ~ I ~
12 ~ 6 g, E.C.M. EXISTING CONCRETE n~ + QE.I.R. EXISTING IRON REBA w 2 35' p` ~ 5 U E.P.K.N. EXISTING P.K. NAIL CRETE MONUMENT L V REBAR a CONSTRUCTION W ~
cA~cu~A-rzoNs: w N JAIL a ° ENTRANCE ~ „vim M
J Disturbed area = 74,606 sq. ft. ~ 75.~ Amount for temporary sediment basin = 3,600 cu. ft/acre disturbed ~5.027g36•gy"V Therefore: 74,606/43,560 x 3,600 =vol. regd. 76•~2~ S 75 02' ~ E.RR.S. EXISTING RAILROAD _ROAD SPIKE
~6~5,~„w O~ `A' E.A. EXISTING AXLE Q POINTS OF EXISTING GRADE ~ ~ ~
R / vv S.I.P. SET IRON PIPE p r e ~ ~ S.C.M. SET CONCRETE MONU S.P.K.N. SET P.K. NAIL MONUMENT n POINTS OF PROPOSED FILL ~
6,166 =vol. requ+red s CONSTRUCTION LIMITS ~ ~ ~ XO
Ame use a 14 foot wide Swale with 2.3 feet depth in center as shown .m e r a~ ~ CENTERLINE R/W RIGHT OF WAY
R RADIUS SWALE FOR TEMP. SED. BASIN = ~ ~
calculation: 14' x .5' x 2.3' x 430' =volume provided 100 0 100 200 300 A ARC
6,923 cubic feet =volume provided. 4O4 YV ETLA NDS NOTE Letter ~fArom Mickey Sugg, USCE M.B.S.L. MINIMUM BUILDING .DING SETBACK LINE ~ ~ Q 404 WETLANDS W/ SILT FENCE UPl~AND ~ LY = ~
GENERAL NOTE S.F. SC~UARE FEET GRAPHIC SCALE - FEET M.B. MAP BOOK V 0
D.B. DEED BOOK
dated Sept.15, 2004 indicated a The 575 AEC I111e A.E.C. AREA OF ENVIRONME pRy~/ OUTSTANDING RESO extends south of NC 58 R/W zoNE AE ~~~s~ :ONMENTAL CONCERN Z
consultant should be hired to ext RESOURCE WATER ll1 ~
ZONE X ~ ~
TEMPORARY SEDIMENT BASIN DETAILS determine alignment. That was
done by Land Management Group, Q O 3
14~ Larry B~Idwin, LSS DI rP~~t~P nn Land Surveying, P.A. ha 501 W. B. McLEAN BLVD. CAPE CARTERET-SWANSBORO, N.C. 28584 [phone] SU Jo DISCLAIMER v O

T The alignment of Coastal Wetlands grassed area 2.3' grossed area 1 V Mapping for this permit application J .E,_
has been Qifiered by McLean. No w ~
has also been checked. Both 404
TYPICAL, SECTION and Coastal Wetlands fall along surveying has been conducted b ~ ~ y 1
John McLean. s- a
the same alignment.