20050388 Ver 1_Complete File_20050303

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
WQ Supervisor:
Date:

J. Steenhuis
F Rp.r.k

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

County Brunswick
County2
Region \Vilmington

Facility Name Titlc Vcnturcs c/o Sammy Varnum
.

Project Number 05 0388
Recvd From DCM

Received Date 3/3/05

Recvd By Region

Project Type Subdivision dcvelopmcnt

Certificates

Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index

Stream
Class

Prim, Supp.

Acres
Basin Req.

Feet
Req.

ICAMAI IOY @N I I fSAl HQW I I I
I I IOY ON I I r-I I I I

Mitiqation
MitigationType

Wetland
Type Acres

Feet

r

Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON

Is Mitigation required? 0 YON

Recommendation: @ Issue 0 Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:

This office has no objection to this project as proposed. This project does not require a 401
certification as proposed JHS 03/08/05

cc:

Regional Office
Central Office

Page Number 1

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.

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HO.331

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Michael F. Easley, Governor

AVA
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Charles S. Jones, Director
Express Permit

EXP

0,-0128

William G. Ress Jr" Secretary

February 8, 2005

TO: Linda Lewis
or
Joanne Steenhuis
Division of Water Quality

RECEIVED
FEB (} fl 7005
JBY:=- ::fli5' I

MEMORANDUM:

.
FROM:

Jason Dail
Express Pennit Coordinator

SUBJECT:

CAMA petmit Application Review

Applicant:

Tidal Ventures) LLC c/o Sammy Varnum for Riverside Drive

Project Location:

Riverside Drive adjacent to an unnamed canal and Jinks Creel(, in Sooset Beach,
Brunswicl( County.

Proposed Project:

The Applicant proposes to develop the property into a 68-10t subdivision, construct
an access road. utilities and bulkhead.

Please indicate below your agency's position or viewpoint on the proposed project and return this fonn
by March 8,2005. If you have any questions regarding the proposed project, please contact Jason Dail
at (910) 395M390Q, When appropriate, in-depth comments with supporting data is requested.

IV 0 tI 0 I ~c..u tz..r;D

-X- This agency has no objection to the project as proposed. 1bt" (l. () r().)'BClT ~
{j (c) o5d:\j ~+ 5

______ This agency has no comment on the proposed proj ect.f N W e.n.ft NV-S F (L-t.e

~ 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 attacbed comme~ts.

SIGNED

DATE

127 Cardinal Drive Exl, Wi~mfnGton, North Carallna 28405-3645
Phone: [phone] \ FAX: [phone] \ Internet: WVNl.nccoastalmaMQement.l1et

An 8;ucl Oppcrtunlty \ Affirmative Action Employor - 50% Recycled \ 100/. Post Cons1.:f1lsr Paper
MAR-3-2005 THU 10:44 TEL: [phone] I'lAt'1E:DWQ-WETLANDS

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DIVISION OF COASTAL MANAGEl\1ENT
FffiLD INVESTIGATION REPORT

I. APPLICANT'S NA1'\iE: Tidal Ventures, LLC c/o'Sammy Varnum fOI Riverside Drive

2. LOCATION OF PROJECT SITE: Riverside Drive adjacent to an uooanled canal and Jinks Creek, in Sunset
Beach, Brunswick Co. '
Photo Index - 2000: 1-5 J, K, L 8-19 1995: 1.5 K, L 12-23 1989: 4-193-8 K,L 8-19
State Plane Coordinates - X: 2150716 Y: 45133 RovCl' Filn: S-02D1l7A

3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/01/05
Was Applicant Present - No
S. PROCESSING PROCEDURE: Application Received - Completed 02/02/05
Office - Wilmington

6. SITE DESCRJPTION:
(A) Local Land Use Plan - Town of Sunset Beach
Land Classification From LUP - DevelopedNacant
(B) AEC(s) Involved: ES
(e) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: ExIsting - None
Planned - Individual Septic Systems
(F) Type of Structures: Existing - None
Planned - Road Extension, Utilities and Bulkhead
(G) Estimated Rate of Erosion: N / A
Source - N/ A

.-
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other Graded 10,0 Acres
Highground - (Bulkhead Construction (435,600 sq. ft.)
and Lot Preparation)

RREllQJm

[AREA]
FJLLED.

QIHER

7. HABI'fAT DESCIUPTION:

(0) Total Area Disturbed: 4351600 sq. ft. or 10.0 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Man-made canal (no) Jinks Creek (yes)

8. PROJECT SUMMARY: The applicant is proposing the construction of an access road, utilities and bulkhead,

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Tidal Ventures, LLC c/o Sammy Varnum
Page Two

9. PROJECT DESCRIPTION

Sammy Vamum, representing Tidal Velltures, LtC, ha~ requested that the attacljcd application be processed under the Express
Permit Review Program.

The applicant's propertY is located at the northeast end of Sunset Beach in Brunswick County. The property is located
along Riverside Drive off of 6111 Street and North Shore Drive East. Directions from the Sunset Beach bridge are as follows:
turn left immediately after crossing the bridge and causeway onto Northshore Driye East; follow Northshore Drive East to
6th Street; tunlleft onto Riverside Drive at the comer of 6111 Street and North Shore Drive East. Tbe tract is a peninsula of
land bordered by the waters of Jinks Creek to the east, an embayment off Jinks Creek to the south, and a man~made canal to
the north. Jinks Creek functions as the main bydrological connector for Tubbs Inlet and the Atlantic Intracoast11 Waterway.
The tract is 38.7 acres in size and is vegetated with typical maritime shrub thicket vegetation along the man-made canal,
consisting of Wa,'T. Myrtle (Merica cerifera). Yaupon (Ilex l'omitoria), Red iCedar (Juniperos virginiana), and Catbriar
(Smilax spp.). The remainder of the high ground is vegetated with typical maritime grassland species consisting of Salt
Meadow Hay (Spartina patens), Grounsel-bush (Bacchants halimifolia) andlCactus. An on-site investigation revealed that
the entire tract has been mowed. The average elevation of the tract ranges ftom 0-6 feet above mean sea level.

I
The property has approximately 7,500 linear feet of shoreline along the three1water bodies. The mnjority of this shoreline
is bordered by thin strands of" 404 type" and coastal wetland vegetation, witl~ the exception being the broad area of constal
wetlands located to the north of the property along lots 27-94, The wetland in this area consist primarily of Smooth Cord
Grass (Sparrina alremiflara), intermixed with Salt Meadow Hay, Glasswort (Salicornia spp.) , Sea Lavender (Limonium
spp,), Along the southern side of the property, a finger of "404 type" ~nd coa~tal nlarsh extends into the property alollg lots
27-94. This area measures approximately 5-25 feet in width. This wetland area is vegetated primarily with Salt Meadow
Hay, Glasswort (Salicornia spp.). Sea. Lavender (Limoniunl spp,), and sparse Smooth Cord Grass (Spartina altemiflora).
Both Coastal and Section 404 Wetlands have been delineated and are indictt.ted separately on the attached plans (sheets Cl
and C2). The "404 type" wetland survey was approved by the US Army CofPS of Eogineers onlune 6, 2004, There are
currently no existing structures on the property, '

The waters of Jinks Creek are classified as SA HQW by the North Carolina Division of Water Quality and are open to the
harvest of shellfish. The man-made canal on the south side of the property is closed to shellfishing. Although the majorhy
of tlle project site is located outside of the Inlet Hazard Area of Tubbs Inlet ~~s designated by the N ortb Carolina Coaslal
Resources Cormnission), there is a section betWeen lots 90-94 the is located Iwithin the Inlet Hazard.

PROPOSED PROJECT i
I

The applicant is proposing to develop the property into a 68-10t subdivision, Oevelopment would include the initial grading
and filling of approximately 10 acres to allow for proper drainage, road construction and utilities installation. Individual10t
sizes will range from 4,951 sq. ft. to 9,034 sq. ft., averaging approximately 6,756 sq. ft., at a density of 1.78 units/acre,
Access to the lots will be provided by the extension of Riverside Drive apprpxiroate1y 3,750 feet to the east, tenninating
along the western side of lot 94. The access way would consist of an 18 foot right-of.way and a 12 foot gravel road.
Sewage disposal for the lots will be by on-site septic systems. Water wou";! be provided by the Town of Sunset Beac:h
public water system. The applicant is also proposing to stabilize the entire sho;reline (approximately 7,542 linear feet) of the
.property with a vinyl bulkhead. The bulkhead would be positioned landward of all coastal and "404 type" wetlands,
Certain sections of the bulkhead, where no wetlands are present, would be IOGated at the intersection of Normal High Water
(NHW) and high ground and the rem.'1ining sections would be located abov~ the NHW line.

I

Tidlll Ventures, LLC c/o Sammy Varnum .

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NAME: DWQ-WETLANDS

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Page Two

10. ANTICIPATED IMPACTS:

The initial grading ofthc property and bulkhead construction would result in the disturbance of approximately '10.0 acres of
highground. The proposed roadway e"tension would result in the creation of approximately 44,400 square feet of
impervious surface. Several sections of the roadway (appro~imately 4,010 sq. ft,), would be located within the 75'
Estuarine Shoreline AEC, beginning at lot 76 and running cast cowards lot 94, The applicant bas not received a State
Stonnwacer Permit from the Division of Water Quality. Subsequent individua.llot development would create additional
impervious surface area and would require individual lot owners to obtain CAMA Minor Development Permits from me
Town of Sunset Beach. if located within a CAMA ABC,

Submitted by: Jason Dail

Date: February 7, 2005

Office: Wilmington

Recommendations for State Permit - Tidnl Ventures. LLC c/o Sammy Varnum

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Form OCM-:MP-l

'~"/1)
,.di \.

O~Qo3ga

APPLICAT

(To be completed by all applicants)

1. APPLICANT

a, Landowner:

Name Tidal Ventures, LLC c/o Samuel Vamam

Address

1350 Hickman Road NW

City Calabash

State NC

Zip 28467

Day Phone [phone]

Fax [phone]

b. Authorized Agent:

Name East Coast Engineerinl! Companv, P.A.

Address

P09t Office Box 2469

City Shallotte

State N~

Zip 28459

Day Phone [phone]

Fax [phone]

c, Project name (if any) Riverside Drive

~OTE: .:Pennit witrGe issuer;[ In name of
CandinYmT(S), ancVor project name.

2. LOCATION OF PROPOSED
PROJECT

a. County

Brunswick

b. City, town. community or landmark

Revised 03/95
l'lAR-3-2005 THU 10:44 TEL: [phone]

Sunset :Beach

c, Street address or secondary road number.
Riverside Drive

d, Is proposed work within city limits or planning
jurisdiction?-L.. Yes No

e. Name of body of water nearest project (e.g, river,
creek, sound, bay) Tubb!=: Inlet

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (c,g.
building a home, motel, marina, bulkhead. pier, and
excavation and/or filling activities.)
l11e construction of a bulkhead.
Private road & water line to serve residential subdivi~ion

b, Is tlle proposed activity maintenance of aD. existing
project, new work. or both? New work

c. Will the project be for public, private or commercinl
use? Private
Ii Give a brief description ofpw-pose, use, methods of
construction and daily operations of proposed
project If more space is needed, please attach
additional page~.
The proposed development is to serve a residential
subdivision, standard construction will be used,

4. LAND AND WATER
CHAJtACTEEUSTICS

a. Size of entire tract

38.7 acres

b, Size ofindividua11ot(s) Averaie 6405 SF

c. Approximate elevation of tract above MHW or
NWL Ran~e 0' MSL - 6' MSL.

~~Ar1E: DWQ - l--JETLAr'lDS

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Farro DCM-:MP.l

d. Soil typc(s) and texture(s) of tract
Fine Sand, dredge spoil.

e. Vegetation on tract
Coastal marsh, residential grass

f, Man-made features now on tract
Dirt road

g. What is the CAMA Land Use Plan land
classification of the site? (Comllll tile IOCllI land ll.'f~ p/~.)

Conservation
Developed
Rural

Transitional
Community
Other

h. How is the tract zoned by local government?
BR2 - Beach Residential

i. Is the proposed proj ect consistent with the applicable
zoning? Yes X No
(Attach zoning compliance cerrifll:ate, if (Jpp/:c(Jb/~)

j. Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by whom? N/A

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)...1L Other _
If yes, has a delineation been conducted'? YES
(Attach documemarlan. 1/ available)

m. Describe existing wastewater treatment facilities.
None existintz. Cou~t!P!oved individual, on-
site w.astewater systems will be used for future
homes.

n. Describe location and type of dis.charges to waters
of the state. (For example, surface nuloff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surlace runoff will sheet flow across property as

approved by State Stann water permit.

o. Describe existing drinking water supply source.

n......:......J n'l/oC'
MAR-3-2005 THU 10:44 TEL: [phone]

o JE VEIVE

ter will be

In addition to the completed application fonn, the
following items must b~ submitted;

. A copy of 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
fOIiVard a copy of the deed or other instrument Wlder
which the owner claims title, plus written permission
from the owner to cany out the project

. An accurate, dated wad, pint (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 ~" by 11" white paper. (Refer to Coastal
Resources Conunission Rule 7J.0203 for a detailed
description.)

PIcase 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 COf1JS of Engineers regarding
that agency's use oflarger drawings.) A site or location
map is a part of plat requirements and it must be
sufficiently detailed to guide agency personnel W1familiar
with the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.

. A Stormwater Certification, if one is necessary.
Storm wtiter permit pendin g

. 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 fonn, the applicant
further cenifies that such notice has been provided.

Name AlbertWebstera~c~
Address 51 O'Donald Road ABhville, NC 28806
Phone

Name Coast."ll Cott:lrzes
Address PO Box 7270, S1'Juth Bl.1lJl:lwick, NC 28470
Phone

A list of previous state or federal pennits issued for
work on the project tract. Include permit numbers,

NAME: DWQ-WETLANDS

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Form DCM-MP-1

pemlittee, and is:luing dates.

. A check for $400 made payable to the Department of
Environment and Natural Resources (DENR) to cover
the costs of processing the application,

. A signed ABC hazard notice for proj ect 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 lands, attach a statelIlent
documenting compliance with the North Carolina
Environmental Policy Act

6. 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 .
conditions and restrictions cont3ined in the permit.

I certifytbat to the best afmy lmowledge, theproposcd
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 $ld federal
review agencies to enter on the aforementioned lands
in connection with evaluating infonnation related to
this permit application and follow-up monitoring of the
project.

I further certify that the infonnation provided in this
application is truthful to the best of my knowledge.

This is the~ay of Janunrv 1.Q.Q5.

Print Name Chris Russell ~~t

Signatur~ d7~
u,ndO\,""O'Auth'n"dA~ - ---

Please indicate attachments pertaining to ~ourproposed
project.

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X DCM MP-2 Excavation and Fill Information
X- DCM MP-3 Upland Development
_ 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 pl'o..'ided at the bottom of each fornI,

/D) EC1EIVJED
Jffi JAN 2 7 2DDS U
COAsfd~'MSA'ON OF
NAGEMENT

NAME: DWQ-WETLANDS

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Form DCM-MP-2

EXCA V ATXON
AND FILL

(Except bridges nod cul'\lcrn)

Attach this form to Joint Application for CAMA
MajorPennit, Fonn DCM-MP-l. Be sure to
complete all otller sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed
excavation or fill activities. AIl values to be
given in feet.

Avemgc:
Existing
Length Width Depth

Final
Project
Depth

Access channel N/A
(ML W) or
(NWL)
N/A
Canal
N/A
Boat
Basin
N/A
Boat
Rump
.. ..
N/A r'.~"~~"t ' ..~.."''' ..-
.1,'" I', ',-\.:, -,
Rock .""'t;"'.......:;,.... ...~.'t:c~..,
Groin 't ~.~{VI.~ ,.......,. '-e-~. '~."""
'),'f)~""(<"r ~"'~:~'l'
N/A "'''~.'''. ~~,,~.t.
..: '.
-~r:'l.~.~"" -;:-.'\..It...., ,",,'"
Rock lr~~~.,'.,. ."~~r)
Breal-water ,'.~.I'.' .:: . . ~"". ". "1"': ':',
r'~Jt.~.,:-.- ,.,..,J.*.~.,~
. -, .' .., .,
Other (Excluding N/A
shoreline stabiliz.
lltion)

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REJ~~~~ED
DIVISION OF
COASTAL MANAGEMENT

1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A

c. Does the area to be e:<.cavated include coastal
wetJnn~ (marsh), submerged aquatic vegetntion
(SA Vs) or other wetlands? ~ Yes ..-lL No

d. Highground excavation in cubic yards N/A.

2. DISPOSAL OF EXCA V A TED
MATERIAL
a. Location of disposal area. N/A

b, Dimensions of disposal areOl NfA

c. Do you claim title to disposal area? N/A
_Yes_No
If no, atulch a letter granting permission from
the owner.

d, Will a disposal area be available for future
maintenance? _ Yes _No
rfyes, where? N/A

e, Does the disposa.l area include any coastal
wetlands (marsh). SA Vs or other wetlands7
N/A Yes No

f. Does the disposal include any area in the
water? Yes No N/A

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3. SHORELINE STABILIZATION

a. Type of shorelinc stabilimtion
X Bulkhead _ Riprnp

b. Length 7542 LF
c, Average distance waterward of MHW or
NWL At Of' !\bove MHW

d, Ma:cimum distanco wnteT'WlU'd of MHW or
NWL BlIlkhend proposed above MHW

e. Shoreline erosion during preceding 12
months MA
f. Type of bulkhead or riprap material
vin)'.l
g. Amount of fill in cubic yards to be placed
below waterlevel N/A
( 1) Riprap
(2) Bulkhead backfill

h. Type of fiU material Snnd
i. Source offill material Contractor supplieq .

4. OTHER FILL ACTmTmS
(Exdnrlinl! Shoreline St.:tbiliz:ttion)
a, Will fill material be brought to site?
_Yes X No

If yes,
(l) Amount of material to be plnced in the
water N/A
(2) Dimensions of till area N/A
(3) Purpose offill N/A
b. Will fill material be placed in coastal
wetlands (marsh)) SA V s or other wetlands? NI A
_ Yes _No
If yes,
(1) Dimensions offilllirea N/A
(2) purpose offill N/A

5. GENERAL

3., How will excavated or fill material be kept
on site and crosion controlled'?
The proposed bulkhead will senre M the
sediment control barrier to prevent offsite

Revised 03/95

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HO,331

P.l0

sedimentation.

b. What type of construction equipment will be
used (for example, dragline. backhoe, or
hydraulic dredge)?
Backhoe .
c. Will wetlands be crossed in transporting
equipmentto project site? _Yes -X- No
If yes, explain steps that will be taken to lossen
environmental impacts. N/A

Riverside Drive
Applicant or Project NlllIle ,.'

~~

...

Signatures:

l/lc31./ t9~

Dute

r~ E CC 1E XV lED

D JAN 2 7 2005 U
DIVISION OF
COASTAL MANAGEMENT

, !

t--1AME: DWQ-WETLAms

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NCDENR ~JIRO

Form DCMMMP-3

[10.331

P,ll

iD ECEIVlED
J.ffi JAN Zl 2005 U
COAsf~~'SjON OF
MANAGEMENT

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

Attach this form to Joint Appliciltion for CAMA
Major Permit, For DCM-MP-l. Be sure to
complete all other sectioIlS of the Joint ApplicatioIl
that relate to this proposed project.

a, Type and number of buildings, facilities, units
or strUctures proposed
7542 LF ofbuIkhead and the installation of a
waterline to serve ~8 ~rivate road residentili11ots,

b. Number oflats or parcels 68

c. D~sity (give the numb~ of residential units
and the units per acre) 68 units, 1.7& units/acre,

d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. ApDroximately 10.0
acres of disturbance

e, If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control'
plan at least 30 days before laud disturbmg activity
begins. If applicable, hilS il sedimentation and
erosion control plan bee:! submitted to the Division
of Land Resources'? -2L. Yes_ No.
If yes, date submittelt Submitted concurrent with
this application.

f. List the materials (such as mar~ paver stone,
asphalt, 01' concrete) to be used for paved surfaces.
Marl Surface.

g. Give the percentage of the tract within 75 feet
ofMHW orNWL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used far
vehicular driveways orparking,O.73%

h, Projects that require a CAMA Major
Development Permit may also require a
Stonnwater Certification. Has a site development
plan been submitted to the Division of

Revised 03/95

MAR-3-2005 THU 10:45 TEL: [phone]

Environmental Management for review?
X Yes No
If yes, date submitted
Submitted concurrent with this frpnlicAtion _

i. Describe proposed method of sewage disposal.
On site sevtic system as----.approved by- the
Brunswick County He3Jth Department.

j. Have the facilities described in Item 1. above
received state or local approval? Permits P-endinl!
(Attach appropriate documentation)

Ie, Describe location and type of proposed
discharged to waters of the state (fer example,
surface runoff, sanitary wastewater,
industriaIlcommercial effluent, '''wash down" and
residential discbarges).
Surface runoff will sheet flow across prol?~ as
ElJlIlrDvc:d bv State Stormwater permit.

1. Describe proposed drinking water supply source
(e.g, weill community, public system, etc.)
Town of SUDset Beach Water System.

m. Will water be impounded? _Yes ---X- No
If yes, how many
acres? N/A

n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N!A

Riverside Drive

.~~~:W~/

Signature /.. "
11;.2 '3J }o if-
Date

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State of North Carolina
Department of Envirorunent and Natura.l Resources
Wilmington Regiona.l Office

Michael F, Easley, Governor

William G. Ross Jr., Secretary

FAX COVER SHEET

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Date: ~ ~ 1,:~ ,No. ~es: .I~
To:': :t./. ./j - ~ From: . ~
CO: CO: JL l (2...-0
FAX #: GJ/4.. -'13 3 -~S"1.3 FAX#: [phone]

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An tquRI Oppgrtunlty AIIlnnatlve Actlon Employer
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~lAR-3-2005 THU 10:43 TEL: [phone]

~IAME: DVJQ - WETLANDS

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EAST COAST ENGINEERING
COIvlPANY, P,A.
Shallotte, North Carolina 28459
4918 Main Street - P.Q, Box 2469
910.754.8029

TIDAL VENTURES, LLC
1350 mCDfAN ROAD mr
CAT.A Rl~. NC 28467
(910) .u3-424-5

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PROJECT AREA; (TO 404 \\'ETL'\."lDS)
ALLOW ABLE IMPERVIOUS AREA (25%):
PROPOSED ROAD:
NPFR\10US ARE..\ (.Hm~E ALLOCATION):

1.6R4,416A SF OR 3R, j AC
459,414.7 SF OR 10,6 AC
114,853,7 SF OR 2,6 AC
4U.XIHA Sf OR 0,'14 AC
7~.9R93 SF OR 1.7 AC

LIMITS OF DISTURBANCE ARE THE ENTIRE PROJECT LANDWARD
OF THE 404 \\'El1.A1\;"DS LIMIT AND THE UPPER LIMIT OF COAST At
\'EGETATION. \\1IIOIEVERIS MORE RESTIUCIT.E. TIIE TOTAL
DISnJREANCE IS 10.0 ACRES,

*A STORMWATER ~l'\.NAGE."m PL.'\.N MODIDCATION TO INCLeDE THE
LOTS WILL 131:: JU::QUlRED PPJOR TO THE SALI:: Of ANY LOT MHJ TIll:
CONSTRUCTION OF ANY HUlL T UPON AREA ON THESE LOTS.

:-;0404 WETUNDS OR COASTAL VEGETATION TO BE DISTURBED,

SEE SHEET C4 FOR EROSION CONIROL NOTES AN'D DETAILS.

TOTAL DlSTL'RBED AREA:

10,OAC

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BACKFILLING TO OCCUR FOR ~STALUTION OF
BULKHEAD. FOR RE!'.lAINDER OF PROPERTY,
PROPOSED (iRADES ARE THE SAME AS EXISTI~G
GR.-WES. MINOR GR.-WING TO OCCl1t FOR SITE
PREP,-\RA TION,

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IBULKllE-\D TO BE TI\ST.-\!.LED L\......'D"'ARD OF r-mw, 404
V,'ETLA.."TlS LNIT OR UPPER LIMIT OF COAST,-\!.
\'EGETATION. \,lIIOIER\'ER IS ~10ST RESTRICTIVE,

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PROPOSED DULKlIEAD
(S[E DETAIl. SHIELT C.21

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CONIOt.:R DATA OBTAINED
rnm.! NCDOT GIS L'1'-'!T
CO~'TOUR MAPS

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CORPS OF ENGINEERS

L.~

PROPOSED Dl'LKIIEAD
(SEE DETAIl. SHEEL T C2)~

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PROPERTI' AREA: (TO MID\')
PROJELi AREA: (TO 404 WETLAl':DS)
ALLOWABLEIMPERvl0US AREA (25%):
PROPOSED ROAD:
IMPERVIOUS AREA (*FUlURE ALLOCATION):

. CC'lN..:.'"'TRlJCTQ../-1<fD IN.,. SEV RELY ER(X)ED AREAS SHAU BE';TAatLi~' BY" PERW.t.lE~ GRftS3 royER 'rHE SEED
elm BASED 01'4 THE TYPE so PRESENT SE.tSONAllY.Jf..'8lT10HS ~!~[) OTHER COI'iS:I:'E1=V-.TIONS. ~S J._J{ ~l.TERt-iATTVE. THE
TI-' : ME"'" l-f.)OS AND $Q-fEDt"_.f SHOWN BELOW: HOWEvE.r'llT rs RECOMMENDED THA T ~ ~ECI"UST BE CONSVl TED WITH
):. '1 S"E( ">1C ccr;JTl~ S.

1.6R4.416.4 SF OR 33.1 AC
459.414.7 SF OR 10.6 AC
114.8537 SF OR 2.6 A('
40.864.4 SF OR 0.94 AC
73,989.3 SF OR 1.7 AC

T'-I" .\

a_ CULTIV.....TE AREA IDA DEPni OF!": INCHES.
b. APPlY A3F1~..LT'JRAJ.... WE ATn-!E FUTE OF 4000 lBS. PER ACRE.
e... .....PPLy 1~'"'C C()t.U.lEROAl f"E::l1lUZER ....TTHe RAn OF 5OCllBS. PER ACRE..
d. SOWGR.ASS SEEDS"_TTHE Fl'Jl..LOW"'~ RATES PER ACRE.

'A STORMWATER MANAGE~IENT PLAN MODIFICATION TO INCLUDE THE
LOTS \\1LL BE REQUIRED PRIOR TO TIlE SALE Of ,,,,">"'YLOT Pu>"TI TIIE
CONSTRUCTION OF A.~' DUIL T UPON ARE... ON TIIESE LOTS.

OQ'r' SOotS (APm:.-r-.EP'Tf~PI
f"-fR...tfOA(.RA..."S ~ I:'f
CENT1PEDEGRA$$._...._._....~c b&.
BAHIA~_.__._._.30..
KOBE LE~__..20bL
ANNUAL AYEGRASS OR
GERUMI Uru..ET _____.__...25 ba..

~~'fT S-.'>ILS {APf:rft-..(",Epn;~E~j
~tJ:lUUOAG~A'5S :"5....,
BA.HlAGRASS........_._....._._.-25 b6.
CARPETGRM.S....__._...._...2S ..
A"*'IlAL RYE<1FlA...~ ty
GERuAN UUET._________.2S b$.

TOTAL DISTURBED AREA:

10.0 AC

BACKFILLING TO OCCUR FOR INST ALLA TION OF
BULKHEAD. FOR REMAThTIER OF PROPERn',
PROPOSED GRADES ARE TIlE SMIE AS L\./ST"'G
GRADES. ~HNOR GRADING TO OCCUR FOR SITE
PREPAK.... TION,

fI_LrJlCH WJTH s;'RAw ATiliE RATE OF3:2S0TO.(:!50 LBS. PER ACRE.
l. ANCHOR :;TK.lWV./T11-l.l.5Pt-W..T ELlUl5lON TACK COAT 1JtPUED AT THE R....TE OF 1OOGAU.~./5 PER ~E.

2 WHfFlE IT IS NOT POSS1Bl1; TO ESTABUSH A PrnMANFNT CRASS COVFR IN A FlFASONARt y SHDR'T PfRIQD OFT1Jr: DUE TO SE~ ~~ERAT1ONS, A
TEMPORARY GRA$S CQV'[R SHAu BE (STABl~(O THE TEUPORARY S[(O RATE PER -'CAE: S.HAU.. BE:.

WT1\.'TFP (~[P~M?FR-AAAftJ
AUNUAJ.. RYEGRASS_...5.':l"
TAU FESCUE._m__..SO b..

SUWJfR ,'lt4.Y-MIGUSn
GENMAt./ UIl.....Lt.,_...50 ll:Ja.

TEUPQRARY CQ'..'E::RS ~AU tJQT EULlINATE THE REOUJRfLtEt.'T FOR PfRMA"~E~'T GR~ COltER \\'HERE ";HE &EASON OR OTHEFI CCfmmOUS ARE
~T ~lrrr_"'f1LE R)A GA('''''''NG A, TElJPf)qA,Ry' EROS~ RESf"3TMfT C.ovER. VlJlCJ.f 1,tI.'( ~= ".PPl~: ~VER .....JlOi ll'3EO ALcY'4E '51-t^U ftE FOR
THE SOORTEST TIME PRACDCALA l'BAPQRARY OR PERMANENT VEGETATIVE COVStl SHAll. BE ESTABUSHEO AS SQ{)N AS c:c:>N:)mQf{S ARE
FAVORABLE
3_ TOPSOIL SH.aU BE USE!:! QVEq UN".I,VOI=tA.BLE son.. C'O"IDmOOS FOR Sl.Y-:C-ESSFUI... EST...Bt1S........!5~ 0" VEGETATIVE COVE!l.
4. IRRKiA"TE AS NECESS.AIrf TO OPTWlZE PlANT GRO'IVTH.

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EROSION CONTROL GENERAL NOTES

~. AU. COt-l$TRUC1'lON ACTIVrr1E~ SHJ.Ll eE FEF>FOFU..'EO IN CCM?'...1A1;CE w:7HT.-1E E:E!:tualTATION POl...l.l.J71-0~' CONTP.ot ACT OF 1~n.
2. AU lAND OfSTURBfNG ACTIVITIES ARE TO SE Pl.A~EO ~NO CONDUCTED TO L-'Urr EXPOSURE TO THE SHORTEST FEAS1BU TIME
3_ AU. DISTtffiBED AREAS SHALL DE ST ABIUZED BY A PERMANENT GAOUt-m CC\-m
-4. AS S()ON AS All AREAS ARE PERMA.NENTlY STABILIZED, AlL PfF;MANE'-'T UEJ.StlRES HA....E eEEt.! JNSTALLED, k""D FINAL APPRQ.AllS hECEIVED FROM THE
lAND OUAUTY SECTION, THE TEM.PORARY MEASURES MAYBE REMOVED.
5. OVER THE UFE OF THE PROJECT. THE OWNER SHAlt M.A.KE PERIODIC INSPECTONS 10 EVALUATE TI-iE SUCCESS IN CONTROlLING EROSION OF SOiLS TO
O'-f--SITE AREAS. II=' f.F':CAS ARE FOUND ";HERE EROs.:ot../ 15 TM:~~ PLACE. TIk OV.~..:rR SHAU. TAKE THE. NECE::;.s.ARY l.f[ASlj;;rS TO Rn.~EO''( TIlE
SITUATION.

CONSTRUCTION SEQUENCE

1_ CSTAlN APPROVAl OF THE EROSION CONTP.Ql PlAN FRCU THE NORTH CAP.C1iJNA OEPAHTMe.'T OF EN\'lRO~.l;"~ENT A.~m ~!ATUP.Al F";:WURCES mCCENRI.
LAND OU.&.UTY SEC'T'lON. OBT.lJN APPROV.....l OF WE STDR\ffl.....TER PLA.N FROU ~(lE"IR. ~IVrs!ON OF W_A.TER QlJ~'TY_
~ filS! ALL TEMPOFIAAY CONsTRUCllON ENTRANCE.
3. CONSTRuCT BllJO-fEAO TO COMPlETELY SlJRROuf./D l1-E SITE AS SKo'J'....H ~ PlAN.
e FlU. MATEc::flA,L WIll BE PlACED e~fND THE BlJt..t1-iEAD TO Bl:l;NG GROlJ",~ ~:'El1)P m TQP OF T4E Bt'lYJ-lE.^.D. ';H!; pt:!()~-E:) E'JJ:.rHE/,D Wru. ~ERVE AS
irE SLDlMENT CONTROl BARRIER TO PREVENT OFFSlTE SEDlUDt'TATION.
S_ ONCE BUlKHEADCONSTRUCTlON lScouPt.ETE ,t,,".I0 F1U.1$ IN PlACE. PE~u.IJ"fJ(T \'EC'-.ETA'T;'').''.l SHALl OE E$rABU~EO.
~ lA.a.N!AfN TFMPORARv ('ONSTR1)C1'ON llNTll PfRlAANf'lT GROI_INO (':O\ffR rs FST"'-~ !SHE'O

NO!E: "NY OCVIATION FF!0\4 THESE PLANS SH,-.u. 8E ,apoqOVED 9'( THE D!G'''IE[~ pP.!OR
TO CONS1RUCTtoN. r AllURE TO DO 50 CAN RESULT IN ':'ElA Y OR REfUSAl OF
HEQt!IRtQ ENGINEERING CEHTIFY'-A1l0N;Sj.

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CO~TOL!R DATA
ORTAINEO FROM :-':COOT
GIS U~IT COJl.'TOl.,l( MAPS

404 WETLANOS AS
APPROVEO RY US ARMY
CORPS OF P.>GI:";EERS

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I tlL Lh.HlAlllU 13l INSI AlLED LA1'\lJ\\AIW 01' MH\\. 4U4
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35

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WI
W2
W3
W4
W5
W6
1f7
W8
W9
WI0
W11
W12 .
W13
W14
W15
W16
W17
W18
W19
lf20
"21
W22
W23
"24
W25
"26
"27
W28
W29
W30
"31
W32
"33
"34
"35
"36
"37
"38
W39
W40
"41
lf42
lf43
W44
"45
W46
W47
W48
"49
W50

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27-

BEARING
N 1'r34'02" E
N 31004'47" E
N 6~43'18" E
N 70-4256" E
N 4n617" E
N "009'25" E
N 4~59'13. E
N 20-48'42" E
N 61007'24" E
N 80-40'14" E
N 6~08'39" E
N 60"47'26" E
N 7ze34'49" E
N 6~l5O'28" E
S 5srll'35" E
S 8'r32'54" E
S 76006'06" E
N 74013'14" E
S 8e-D4'04" E
N 7Er44'38" E
N 80-40T58" E
N 6e-51 48" E
N 68"23'38" E
N 76010'13" E
N 69"50'27" E
N 40"54'02" E
N 13000.." W
N 01022'19" W
N 00032'12" "
N 7ze43'5S" E
N 64006'29" E
S 45049'23" E
S 20-40'43" W ..,MJ
S 30-02'09" E
N 74048'26" E
N 70"16'46"" E
N 63"14'41' E
N 61001'51" E
N 70009'43" E
N 74001'17" E
N 58"2937" E
S 8'r54'15" E
N 60051'16" E
N 84017'00" E
N 66014'25" E
N 65036'43" E
N 78021 53". E
N 80"39'56" E
N 8ze44'11" E
N 7ze27'57" E

.. .~-
''"'''':;.

DISTANCE
4.95'
12.44'
29.34'
31.65
38,74
37.12'
34.07
13.08'
3!. 77
34.30'
34.23'
61.07'
61.45'
25,57'
36.62
36.02'
68,79'
43.65'
47.69'
61.42'
36,61'
56.22
60.54'
71. 52'
67.75'
16.23'
22.06'
32.01'
21,02'
34.77
56.31'
37.36'
52.16'
5.12'
19.90'
28.36
45.84'
48,71'
63.77
64.40'
55,35'
36.70'
34.61'
31.82'
95,15'
119,08
80,77
73.56'
58.73'
6635'

,.

W51
W52
W53
W54
W55
W56
W57
"56
W59
W60
W61
W62
W63
W64
W65
W66
W67
W68
W69
1f70
1f71
W72
W73
1f74
W75
W76
1f77
lf78
lf79
W80
W81
W82
W83
W84
W85
W86
W87
W88
W89
W90
W91
W92
.93
W94
W95
W96
W97
W98
W99
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N 78"31 51 E
N 7'r0715' E
N 73"46'17" E
N 7~30 67" E
N 64043'45" E
N 73"52'10" E
N 7~13'28 E
N 83"35'24" E
N 67"4528" E
N 74027'49. E
N 7101718" E
N 67"26 26 E
N 7~55'10' E
N 7~36 40" E
N 5r57'07" E
N 35035'1S E
N 55059'11" E
N 37"55'46" E
N 80-32'19" E
S 79"08'30" E
N 59"04'16" E
N 89"1045" E
N 45052'<<" E
N 6~11 04" E
N 64036'12" E
N O'r48'S4" "
N 61051 14" E
S 30047'54" E
S 09"1639" E
S 09"57'19" "
S 32"31'08" "
S 5ze02'14 "
S 49"09'09" "
S 3J-03'05" W
S 44002'57" 1f
S 70-28'16" W
S 88022'36" W
S 46010'00" W
S 28009 02' W
N 60"26'06" W
S 40"59'31 W
S 61"52'12" "
S 80-55'17. W
S 73042'39" If
S 7ze30'22" If
S 76036'15 'tV
S 76"'3'06" "
S 72"00'16" If
S 77"'43'48" W

52.26'
79,34'
66.58'
48,30'
67.08
55,29
87.46
70.72
47.92'
51.46'
44,93'
49.48'
63.48'
69.43'
82.84'
35.08'
37,25'
93,33
91.16'
45.89'
. 24.19'
21.64'
72.48'
47.52'
49.29'
50,36'
19.34
16,68
35,98'
33,75'
35,15'
28.87'
33.40'
19.67'
62.02'
70.40'
54.03
37.94
39.24'
46.32
11.42'
61.05'
26,73'
103,17'
90.45'
116.02'
93.61'
92.72'
112,23'
130.45'

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W10l
"102
WI 05
'Wl04
WI 05
WI0e
WI07
WI 08
WI09
W110
"111
W'112
W113
.114
WU6
W118
W117
W11e
W119
W120
"121
lf122
W123
W124
"125
lf126
WI27
W128
"129
W130
1f131
W132
lf133

S 75036'04" W
S 7505121" W
S 78040'54 "
S 81002'40" "
S 79"32'03" W
S 73042 oe W
S 74024 32" W
S 63"41'26" W
S 59"1638 W
S 75054'46" W
S 71041'51" W
S 70-51 00 "
S 68024'26" "
S 70"4338" "
S 7'r09 24 "
S 69"16'40" W
S 82"16'30" W
S 71022'30" "
S 72"1509" W
S ,73"45'07" 1f
S ?Z-42'58" 1f
S """07 28" 1f
S 70-52'47" W
S 63"Ur 49 "
S BS-41 26" W
S 63"27'25" W
S 56-35'51" W
S 7'r48'03 W
S 55-28 04' "
S 56"01'59" W
S 62"33'05" W
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120.04'
84.59'
69.86'
97.86'
76.94'
88.04'
101.90'
54.25'
71.15'
74.63'
80.05
94.17'
24.24'
28.27'
68.33'
49.56'
95.12'
75.97'
91.05'
108.74'
78.10
93.94'
51.51'
43.69'
34.42'
38.36'
1866'
26.16'
46.30'
29.48'
24,39'
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WETlAND5 CERTIfICATION fOR u.s. AAMY CORPS Of ENGINEEI?5

Th~ cerhfte~ that th~ copy of thl$ plat accurately depIct!>
the boundary of the Jun!ldlctlon of !>ectlon 404 of the Clean
Water Act under the present law and reg~latlOns as detemMed
by the unde~''3ned on thiS date. Unle5:l there I~ a change In
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!>ectlon 404 Jurl~lctlOT1 may be re"~d upon lor a penod not to
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