20052156 Ver 1_Complete File_20050121

..

Michael F. Easley,Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan w. Klimek, P.E, Director
Division of Water Quality

December 16, 2005

DWQ Project # 052156
Brunswick County

NC Wildlife Resources Commission
C/o Mark R. Lee
PO Box 303
Arapahoe, NC 28510

Subject Property:

Pireway BAA
NC Wildlife Resources Boat Ramp Renovation

Approval of 401 Water Quality Certification with Additional Conditions

Dear Mr. Lee:

You have our approval, in accordance with the attached conditions and those listed below, to fill 0.04
acres and dredge 0.06 acres of open water for the purpose of renovating the existing boat ramp and
parking facilities at the subject property, as described within your application dated November 1, 2005
and received by the N.C. Division of Water Quality (DWQ) on November 29,2005. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number 3400 (WQC 3400). The Certification allows you to use the CAMA Major Permit when issued
by the Division of Coastal Management. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, NPDES Stormwater and State Stormwater
Management regulations. 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 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 l5A
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 are met. No other impacts are approved including incidental
t

Impac s:
Amount Approved (Units) Plan Location or Reference
Stream I N/A (feet)
404 Wetlands N/A (acres)
Open Waters 0.10 (acres) Boat ramp and access
Buffers N/A (square ft.)

North Carolina Division of Water Quality
Wilmington Regional Office

127 Cardinal Drive Extension
Wilmington, NC 28405-3845

Phone [phone] Customer Servicel-877-B23-6748
FPX [phone] Internet h2o.enr.state.nc.us N~~Carolin

JV aft/fally

An Equal Opportunity/Affirmative Action Employer - 50% RecycledJ10% Post Consumer Paper

;'c

Applicant:
Page 2 of 3
Date:

.

'.

2. Erosion & Sediment Control Practices

Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
~I:magement Practices in order to protect surface waters standards:

a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion COfllrol Planning and Design Jfanual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control A-fanual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-ovmed or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining "Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.

3. No "Waste, Spoil, Solids, or Fill of Any Kind

No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
acu\- ities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur,

4. No Sediment & Erosion Control Measures win WetIUnds or Waters

Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Di"ision of Land Resources has released the project.

5. 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
certiticate of completion to the 401l\Vetlands Unit, North Carolina Division of Water Quality,
'~ 16500 J\. faiI-Service Center.R~ 1eieh" 1\JC_?]n99-~1 () iQ~c "

Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or ci"il 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 CA.\-IA Permit.

...<

Applicant:
Page 3 of3
Date:

If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream 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 \vritten petition, which conforms to Chapter ISOB 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 ofVVater Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Noelle Lutheran in the DWQ Wilmington Regional
Office at 910-470-7450 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.

Sin/ly, _,
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C. . I~. ' ( _ .Ji. (../ ""--'
~~l{/?~C~ --'
Alan W. Klimek, P.E.

A WKJnml

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, '

Enclosures:

WQC 3400
Certificate of Completion

cc: Mark R. Lee, PO Box 303, Arapahoe, NC 27699
Henry Wicker, USACE Wilmington Regulatory Field Office
Noelle Lutheran, DWQ Wilmington Regional Office
Todd Walton, DLR Wilmington Regional Office
File Copy
Central Files

Filename: 052156.dee

THIS IS NOT
A CAMA PERMIT

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CAMA PERMIT CERTIFICATION" ~

GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE F~O~ E' SRM' IT
GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)

wac #3400

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This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 28.0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 28.0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6,1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18,2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by
the Director of DWQ.

The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 ahd 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with conditions hereinafter set forth.

Condijons cf Certification:

1. Activities authorized by CAr.1A major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;

2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification;

3. In accordance with North Carolina General Statute Section 143-215.3D(e), any
request fer '....ritten concurrence for a 401 Water Quality Certification must include the
appropriate fee. If a project also requires a CAMA Permit, one payment to both
agencies shall be submitted and will be the higher of the two fees. The fee shall be
ccllected and distributed between the two agencies in accordance with agreements
reached behveen the Division of Water Quality and the Division of Coastal
Management;

4. In accordance "vith 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the
~ _~___~ ___~_ _----~- __ I?l,JITer. Rul~scoI Lequire a_ variance under the_Buffer Rules. Adeterminationof buffer,
, \'JetJand and stream mitigation requirements shall be made for any Certification for
this Nationwide Permit. The most current design and monitoring protocols from DWQ
shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required for a project, the mitigation
plans must be approved by DWQ in writing before the impacts approved by the
Certficajon occur. The mitigation plan must be implemented and/or constructed
before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to
the travelling public;

401 projects

Subject: 401 projects
From: Patricia Collins <[e-mail]>
Date: Tue, 20 Dee 200508:58:41 -0500
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>

The following projects have been issued a 401 permit:

Camp Lejeune/Bldg 670 Water Main Replacement, DWQ#: 2005 1937, Onslow County
Jarrett Bay-Lot 3, DWQ#: 2005 2096, Carteret County
Harbor View at Arcadius/Scott Patton, DWQ#: 2005 2073, New Hanover County
Pireway BAA/NC wildlife Resources, DWQ#: 2005 2156, Brunswick County

Thanks

patricia Collins
Administrative Assistant

N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection Section
Wilmington, North Carolina

Phone: [phone]
Fax: [phone]

, of 1 12/20/20059:01 AN

NO. 600

P.l

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office

Michael F. Easley, Governor

William G, Ross Jr., Secretary

FAX COVER SHEET

oS - ~ \ 5 (0

Da~~~ )~~
To. ~ ~~
CO:
FAX#: q/0 r")~.~ ~~q3

No. Of pageS~"d~ver) _ 'J
From: 11iY () '" '.t(;J
CO: NC DENR '
FAX#: [phone]

127 CardInal DrIve ~en~loQ, WlImlngton, N.C. 2Q4P5-;J845 Tclophollo [phone] FlU [phone]
An Equal Opportunity AffirmAtive ActIon Employer

DEC-13-2005 TUE 13:04 TEL: [phone]

NAME: DWQ-WETLANDS

P. 1

DEC. 13.2005 1:52PM

NCDENR WIRO

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r-.c:.

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North Carolina Department of Environment and Natural Resources ~
Division of Coastal Management
Michael Fo Easley, Governor Charles S. Jones, Director William Go Ross Jr" Secretary

November 29,2005

MEMORANDUM:

RECEIVED
NOV 2 9 2005

BY;~

TO: Linda Lewis
and
Noelle Lutheran
Division of Water Quality

FROM: Doug Huggett, Major Permits Coordinator

SUBJECT: CAMA & Dredge and Fill Permit Application Review

AppJic~lnt: NC Wildlife Resources Commission

Project Location: Intersection of the Waccamaw River andNC Hwy904, adjacent to the Waccamaw
River~ near Pireway, in Brunswick County.

Proposed Project: Applicant proposes to double the size of the existing boat ramp, add a'floating
dock, and renovate the public parking area. '

Please indicate below your agency's position or viewpoint on the proposed project and retu111 this form
by December 23~ 2005. If you have any questions regarding the proposed project, please contact Debra
Wilson 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 propp sed project.

l.......- This agency approves of the project only if the recolnmended changes are
I incorporated. See attached.

~ This agency objects to the project for reasons described in the attached comments.

SIGNED DATE
127 Cardinal Drive Ext" Wilmington, North Carolina 28405-3845
Phone: ',910-796-7215 \ FAX: 910-39~3964 \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer P~per

DEC-13-2005 TUE 13:04 TEL: [phone]

NAME: DWQ-WETLANDS

P. 2

DEC. 13,2005 1:52PM NCD~~ Wl~U

''1'-...'.01:::.11::.1 I .....J

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICM"T'S NAME: NC Wildlife Resources Commission

2. LOCATION OF PROJECT SITE: Intersection of the Waccamaw River and NC HWY 904, adjacent
to the Waccamaw River, near Pireway, in Brunswick County

Photo Index - 2000: N/A 1995: N/A 1989: N/A
State Plane Coordinates.. X: 2111662 Y: 96503

3, INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/28/05
Was App1icant Present - Yes

5, PROCESSING PROCEDURE: Application Received - 11/04/05
Office - Wilmington

6. SITE DESCRIPTION:
(A) Local Land Use Plan- Brunswick County
Land Classification From LUP - Rural
(B) AEC(s) Involnd: PT. CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) 'Vastewater Treatment: Existing- None
Planned- None
(F) Type of Stru~tures: EjdstiDg~ Boat ramp
Planned- Replace boat ramp, dock
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A

GPS - N102819A

7.

HABITAT DESCRIPTION:

[AREA]
DREDGED F~LED

OTHER

(A) Vegetated Wetlands (Coastal)
(B) Non-Vegetated Wetlands (Open Water) 2596 sq. ft. 1800 sq. ft.
,
I
(C) Other - Highground disturbance 3827 sq. ft. 7645 sq. ft.

(D) Total Area Disturbed: 9445 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: C Sw Open: No
I
1
I
8. . PROJECT SUMl\1ARY: The NC Wildlife Resources Commission proposes to double the size of the
existing boat ramp and add a floating dock and renovate the public parking area.

DEC~13-2005 TUE 13:04 TEL: [phone]

NAME: DWQ-WETLANDS

P. 3

DEC, 13,2005 1:53PM NCD8iR WIRO
NC Wildlife Ramp .. Pireway
November 14, 2005
Page 2

nu.o~~

r....

9. PROJECT DESCRIPTION

The project site is located at the intersection of the Waccamaw River and NC Highway 904, adjacent
to the Waccamaw River, in Brunswick County. To locate the property from the intersection ofNC
Highway 17 S and NC Highway 904, turn right onto NC Highway 904/Longwood Road NW and
travel approximately 5.2 miles. Turn left onto NC 904/Pireway Road NW and continue to just before
the Waccamaw River Bridge. Turn left at the NC Wildlife Boating Access sign.

The project site is a 1.90-acre parcel of land located just south of NC Highway 904 and bordered by
the Waccamaw River to the west and the Rivergate Estates community to the south. The property has
approximately 450 linear feet of shoreline frontage on the Waccamaw River and the average width of
the waterbody is approximately 250 feet. The high ground property consists primarily of a 27,628 sq.
ft. gravel parking area surrounded by lawn grasses, Dog Fennel (Anthemis arvensis), Water Oaks
(Quercus nigra), Sweet Gum (Liquidambar stryciflua), Black Willow (Salix nigra), Loblolly Pines
(Pinus taeda), and Bald Cypress (Taxodium distichum). The property has an average elevation of
approximately 6 feet above normal water level.

Existing structures on the property consist of a concrete boat ramp which is located on the western
property boundary measuring approximately 14' x 90' with a concrete apron measuring approximately
12' x 30'. The shoreline adjacent to the ramp is stabilized with rip rap which averages approximately
20' in width and extending approximately 50' on the south side of the ramp and approximately 60' on
the north side.

r"
~

The waters of the Waccamaw River in this location are classified as "C Sw" by the North Carolina
Division of Water Quality. The area is not designated as a Primary Nursery Area by the North
Carolina Division of Marine Fisheries and is not open to the harvest of shellfish,

PROPOSED PROJECT

The Commission proposes to replace the existing single concrete boat ramp with a double concrete
ramp. Each side of the ramp would measure 14' x 100' with 50' of the ramp extending below the
normal water line and 50' above the normal water line. The new concrete apron would measure 20' x
32' with a concrete abutment measuring 8' x 19.7'. The concrete abutment would connect to a new 8'
. x 80' wood floating dock located between the ramps. In order to comply with the Americans with
Disabilities Act, a handicap accessible concrete ramp measuring 5' x lOT in total length would wrap
aroWld the designated handicap parking space and connect to the concrete apron and would be located
landward of the 30' Coastal Shoreline Buffer. The new ramp would require the excavation of 410 cu.
yds. of clay and sand material below the normal water line and 90 cu. yds. above the normal water
line in order to obtain a fInal depth of -7.6' at the waterward end of the ramp, giving the ramp a 14%
grade. The existing ramp has a 10% grade and a water depth of -4.8' at the terminal end of the ramp.
The excavatecl material would be placed on the southeastern side of the property in an area measuring
50' x 100' and would be contained by a silt fence. The spoil material will be mrned into grass berms
along the property line after dewatering. There would be approximately 50 cu. yds. of additional
riprap placed an average distance of 3 t waterward of nonnal water line to a maximum of 4' waterward
of the normal1water line adjacent to the new ramp as needed for shoreline stabilization.

DEC-13-2005 TUE 13:04 TEL: [phone]

NAME: DWQ-WETLA~1DS

P. 4

DEC. 13,2005 1:53PM

NLDI:J'j1'<! Wll'<!LJ

I-'V.U~U

NC Wildlife Ramp. Pireway
November14,200S
Page 3

f.l

The existing impervious surface coverage area for the entire project site is as follows:
Gravel Park.ing Area = 27,628 sq. ft,
Concrete Ramp = 560 sq. ft.
Concrete Apron ~ 360 sq. ft.
Total Impervious Area = 28, 548 sq. ft.

The proposed impervious surface coverage area for the entire project site is as follows:
Gravel Parking Area = 26,000 sq. ft.
Concrete Ramps = 1,500 sq. ft.
Approach/Abutment = 200 sq. ft.
Handicap Parking = 500 sq. ft.
Total Impervious Area = 28,200 sq. ft.

10. ANTICIPATED IMPACTS

The proposed boat ramp would result in the dredging of approximately 2,596 sq. ft. and filling of
approximately 1,800 sq. ft. of shallow bottom area. It would also include the excavation of
approximately 3,827 sq. it ofl.1;ighground area (above the normal water line) for ramp approach and
. .parking lot area and would reklt in the placement of approximately 7,645 sq. ft. of concrete and
gravel. The proposed new boat ramp and floating dock would incorporate approximately 1,800 sq. ft.
of Public Trust Waters. Approximately 1,128 sq. ft. of this incorporation would be from non pre-
existing structures (boat ramp and floating dock). Minor increases in turbidity can be expected during
construction.

Submitted by: Debra Wilson

Date: 11/14/05

Office: Wilmington

DEC-13-2005 TUE 13:05 TEL: [phone]

NAME: DWQ-~JETLANDS

P. 5

DEC. 13,2005 1: 53PM NCLJI::Hto( WJ.tO(U

,
,'- : Form DCM-MP.l

11'.......Ut,;.,lU

RECEIVED

APPLICATION' Dc~,' WID/liNGTON, NC
\fOil f} 4 ~8nl

(To be completed by all appUc:ants)

Name p~ ?V/("IJLI~6' Kf!..SOc.I.Rce)'" ('"~~
Address /? 20 P7/JI(. se({.vl,t5 c84tf;1Z
City 1ZAt.I1IG/I State # "'-
Zip Z?~7~ Day Phone Cj/'i-;?o'l.- 0151)
Fax 9/7 ~ ,/D7 - e)/f"

1. APPLICANT

a. Landowner:

b. Authoriz!=d Agent:
Name ffJll/tK ~. AcE

Address ~o, 60;( 30.3

City f} 1t/lf'19/1 oIF State N'-

b. City, wWP, community or landmark
PIIlC"-'n-y

e. ' Street addreu or fil.'lCOnd~ road number.
I~ v: tJACcl1M/llJ lVi/elL "i.
Ne:... jlwy Cjolf-
Is proposed work within city limits or planning
jurisdiction? Yes J( No

e. Name of body of water nearest project (e,g. river,
creek, sound, bay) tJllcc/f/l'1,;t'/ ~u/t?1l

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

J"'~~ T

'a. List all development activities you propose (e.g.
buUdiDi a bome, motel. marina, bulkhead, pier, and
excavation and/or filling activities.
1f&.J()()R1/~ ()~ t? r'IlL.f/!" ;jCVfr /lAml"
FAr:-IL/1'fj ~JlI(.)/ IJ-I't. t.lRtJ'f' aa!hbG'~X,
IZrl,nP t /1g,v/)/C4f' MRK/NG.
EXc.AtI f?TI'.v..) It;:. /~71'J(.(.,. ~~

Zip ~ -dSI f)

Day Phone ~5Z.'" 670... 5I-~So b. Is tho proposed activity maintenance of an existing
project, new work, or both? ~o1f1

Fax 1.5 Z .. 2 "11.... Ol. 'l. G

C. Project name (if any) ?I/lE t../Ily iMfJ

NOTE.' p~ will" i,,*, III UIIII of~rJ. tatlIDr
projrCl IlIUM.

I
2., LOCATION OF PROPOSED
PROJECT I

a. County E;f(J#,5w/c Ai

KmIed II3Jt5

DEC-13-2005 TUE 13:05 TEL: [phone]

c. Will d}c projea be for public, private or commercial
use? ;::tI fj(,;c.

d. Give I brief dcseripdon of purpose, use. methods of
coastruction md daily operations of proposed
project. If more space is ueeded. jlJwe attach
IdditioDalpqes. 7"illS ~A/.l FJ9c..1'-I7j/ t-Jltl
P~01/11)6 ~lle5 A/~uG. .a~r..l.-6' /-ICc.e~
7'.0 '7~tE Wile t:..,4mAh/ 'R li/eI~ /A)
~"/V'w/C. J:.. 'O~l/J7)/.

.t?(Jv,I";t1(f.N'7" 7'O,fJ(r (.J seo.' 8utL.twz~l..
~ ~ tL~~ n~aK//q;!" ( JYJ~ G/1~I)C!/l..

NAME: DWQ-WETLANDS

P. 6

t.

Michael F, Easley, Governor

NA
NCDENR

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

2 n
'052158

William G. Ross Jr" Secretary

November 29, 2005

MEMORANDUM: ~~@~OW~~

TO: Cyndi Karoly, Supervisor DEe 1 2005
401 Oversight and Express Permits Unit, DENR-~ATERQUA TV
Division of Water Quality-Surface Water Protection WETLANDSANOSTORMWA~IBRANCH

FROM: Doug Huggett, Major Permits Coordinator

SUBJECT: CAMA & Dredge and Fill Permit Application Review

Applicant: NC Wildlife Resources Commission

Project Location: Intersection ofthe Waccamaw River and NC Hwy 904, adjacent to the Waccamaw
River, near Pireway, in Brunswick County.

Proposed Project: Applicant proposes to double the size of the existing boat ramp, add a. floating
dock, and renovate the public parking area.

Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 23,2005. If you have any questions regarding the proposed project, please contact Debra
Wilson 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 Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

,.,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: NC Wildlife Resources Commission

2. LOCATION OF PROJECT SITE: Intersection of the Waccamaw River and NC HWY 904, adjacent
to the Waccamaw River, near Pireway, in Brunswick County

Photo Index - 2000: N/ A 1995: N/ A
- -
State Plane Coordinates - X: 2111662

1989: N/A
Y: 96503

GPS - N102819A

3. INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/28/05
Was Applicant Present -' Yes

5. PROCESSING PROCEDURE: Application Received - 11/04/05
Office - Wilmington

6, SITE DESCRIPTION:
(A) Local Land Use Plan- Brunswick County
Land Classification From LUP - Rural
(B) AEC(s) Involved: PT, CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing- None
Planned- None
(F) Type of Strm;tures: ~Xi.sting- Boat ramp
Planned- Replace boat ramp, dock
(G) Estimated Annual Rate of Erosion: N/ A
Source - N/A

7.

HABITAT DESCRIPTION:

[AREA]
DREDGED FILLED

OTHER

(A) Vegetated Wetlands (Coastal) I II I
(B) Non-Vegetated Wetlands (Open Water) 2596 sq. ft, 81 I
(C) Other - Highground disturbance 3827 sq. ft. 17645 sq. ft. II I

(D) Total Area Disturbed: 9445 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: C Sw Open: No

8. PROJECT SUMMARY: The NC Wildlife Resources Commission proposes to double the size of the
existing boat ramp and add a floating dock and renovate the public parking area.

NC Wildlife Ramp - Pireway
I November 14, 2005
Page 2

9. PROJECT DESCRIPTION

The project site is located at the intersection of the Waccamaw River and NC Highway 904, adjacent
to the Waccamaw River, in Brunswick County. To locate the property from the intersection of NC
Highway 17 S and NC Highway 904, turn right onto NC Highway 904/Longwood Road NW and
travel approximately 5.2 miles. Turn left onto NC 904/Pireway Road NW and continue to just before
the Waccamaw River Bridge. Turn left at the NC Wildlife Boating Access sign.

The project site is a 1.90-acre parcel of land located just south of NC Highway 904 and bordered by
the Waccamaw River to the west and the Rivergate Estates community to the south. The property has
approximately 450 linear feet of shoreline frontage on the Waccamaw River and the average width of
the waterbody is approximately 250 feet. The high ground property consists primarily of a 27,628 sq.
ft. gravel parking area surrounded by lawn grasses, Dog Fennel (Anthemis arvensis), Water Oaks
(Quercus nigra), Sweet Gum (Liquidambar stryciflua), Black Willow (SaZix nigra), Loblolly Pines
(Pinus taeda), and Bald Cypress (Taxodium distichum). The property has an average elevation of
approximately 6 feet above normal water level.

Existing structures on the property consist of a concrete boat ramp which is located on the western
property boundary measuring approximately 14' x 90' with a concrete apron measuring approximately
12' x 30'. The shoreline adjacent to the ramp is stabilized with rip rap which averages approximately
20' in width and extending approximately 50' on the south side of the ramp and approximately 60' on
the north side.

~t'
,
;;

The waters of the Waccamaw River in this location are classified as "c Sw" by the North Carolina
Division of Water Quality. The area is not designated as a Primary Nursery Area by the North
Carolina Division of Marine Fisheries and is not open to the harvest of shellfish.

PROPOSED PROJECT

The Commission proposes to replace the existing single concrete boat ramp with a double concrete
ramp. Each side of the ramp would measure 14' x 100' with 50' of the ramp extending below the
normal water line and 50' above the normal water line. The new concrete apron would measure 20' x
32' with a con~rete abutment measuring 8' x 19.7'. The concrete abutment would connect to a new 8'
. x 80' wood floating dock located between the ramps. In order to comply with the Americans with
Disabilities Act, a handicap accessible concrete ramp measuring 5' x 107' in total length would wrap
around the designated handicap parking space and connect to the concrete apron and would be located
landward of the 30' Coastal Shoreline Buffer. The new ramp would require the excavation of 410 cu.
yds. of clay and sand material below the normal water line and 90 cu. yds. above the normal water
line in order to obtain a final depth of -7.6' at the waterward end of the ramp, giving the ramp a 14%
grade. The existing ramp has a 10% grade and a water depth of -4.8' at the terminal end of the ramp.
The excavated material would be placed on the southeastern side of the property in an area measuring
50' x 100' and would be contained by a silt fence. The spoil material will be turned into grass berms
along the property line after dewatering. There would be approximately 50 cu. yds. of additional
riprap placed an average distance of 3' waterward of normal water line to a maximum of 4' waterward
of the normal water line adjacent to the new ramp as needed for shoreline stabilization.

NC Wildlife Ramp - Pireway
November 14, 2005
Page 3

.\

The existing impervious surface coverage area for the entire project site is as follows:
Gravel Parking Area = 27,67-8 sq. ft.
Concrete Ramp = 560 sq. ft.
Concrete Apron - 360 sq. ft.
Total Impervious Area = 28, 548 sq. ft.

The proposed impervious surface coverage area for the entire project site is as follows:
Gravel Parking Area = 26,000 sq. ft.
Concrete Ramps = 1,500 sq. ft.
Approach/Abutment = 200 sq. ft.
Handicap Parking = 500 sq. ft.
Total Impervious Area = 28,200 sq. ft.

10. ANTICIPATED IMPACTS

The proposed boat ramp would result in the dredging of approximately 2,596 sq. ft. and filling of
approximately 1,800 sq. ft. of shallow bottom area. It would also include the excavation of
approximately 3,827 sq. ft of high ground area (above the normal water line) for ramp approach and
parking lot area and would re~~lt in the placement of approximately 7,645 sq. ft. of concrete and
gravel. The proposed new boat ramp and floating dock would incorporate approximately 1,800 sq. ft.
of Public Trust Waters. Approximately 1,128 sq. ft. of this incorporation would be from non pre-
existing structures (boat ramp and floating dock). Minor increases in turbidity can be expected during
construction.

Submitted by: Debra Wilson

Date: 11/14/05

Office: Wilmington

Form DCM-MP';'l

ReCEiVED I

APPLICATION' DC~.l, WIDilll,'JGTON, NC
Hi \1 f\ 1 7nnl:
,_, I ;1 _ ,I J J

2. 0 Q 5 2 ~IO! te completed by all applicants)

1. APPLICANT

a. Landowner:

b. City, town, community or landmark
fJlle~Hy

c. ' Street address or secondary road number.
/'M ,y: tJAc:c/1fr1!l tJ lVI/elL "l'
/LIe.. /,1(...1/ 9otj-
Is proposed work within city limits or planning
jurisdiction? Yes ~ No

Name pc.. W/(,OL//6' l?e..5 a/Reef" (01"'11'1~

Address /J 20 11119/(. selvl/c./! cc;vrGz.
City /lI1t..t:IG/I State ,u C-
Zip 21077 Day Phone 9/7 - ;?oJ - OI5:{)
Fax 9 Ie; - 707 - iJl.fJ

Authorized Agent:
Name /J1llltK /2. AcE

Address po, 60 X .3 03

CitylJ/?/lI'I9/1otF State .A-f'-

Zip 2 gS/o Day Phone ~52'" 670-* W~-O
LP10 - t.j. 4.50
Fax 2S2 - 2"1-9- 02 l6

/J;.oC tJl1c/
c. Project name (if any) r'I<"1 L

.Mil

NOTE: Pemril will be isllletl in IIQIM oflilndowner(l). fIIttlIor
project Mme.

2. LOCATION OF PROPOSED
PROJECT

3. County 13/l(,l.NSiJlc K

Rt"fised 03J95

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) c,..Jt1CCI7 /Y1.11~./ ~I e/e:/l

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose {e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
R&JOU/J1/.JN Or /l rrt~ gD,9r /l,4h1~
fA-/L/Tr; 'viltell l,v,(., {.I/J(./f /JtJl//hG* )..j/J,.
(Z/fln/J f 1117#o/C/I/' ,t//lIC/C//vG'.
EAC/1l/ j:/T/~ Ie; //VS7/JCt.... ~7/YJ~

b. Is the proposed activity maintenance of an existing
project, new work, or both? 60/11

c. Will ttIe project be for public, private or commercial
use? ;::u 13t./C-

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, Jdease attach
additionalyages. 711/5 ~;:1A &1~/~Tj/ t..
fJ,RoI/IPt.:- j::'1lt'd' A1~uG- l:3~r./~- /-lc,
70 "7"#e wJ:/C c:...,4mF1t./ /~ /yc:/l.. /A..J
L51?(,/,tV.5t./1C- ~ CO,N1ry*

ff()ulf7me"v1' 70 /3(.! t.I seo.' I.3t:.ItLOtYZl
l3>>c ~ /I,:)tJ ?7~~KlloC ~ l"1o/dt G/2/H)c,t..

Form DCM-MP-l

4. LANDANDWATER
CHARACTERISTICS

a. Size of entire tract / '" e; 0 ,lk.Il{!~

b. Size of individual lot(s)

~//f
,

c. Approximate elevation of tract above MHW or
NWL r::, D,t:eif /HJc,'tle /V U L

d. Soil type(s) and t~xture{s) of tract
Ct,/ly' '7 S/1,;./f)
,

e. Vegetation on tract hd ~/lc5S"" 'i
t:llflss

f. Man-made features now on tract GMi/d- fJ.4ttK.//<oI6
~ CO,;-le-/leTe ~c,9r (<11MI'

g. What is the CAMA Land Use Plan land
classification of the site? (Corandl 1M locallDNl MU plan.)

_ Conservation
_ Developed
--A- Rural

_ Transitional
. _ Community
_ Other

h. How is the tract zoned by local government?

i. Is the proposed project consistent with the applicable
zoning? ~ Yes _ No
(Allach :onbag cOmpliance cutifictlle, if appIictlbk)

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 O~eligible property?
_Yes _No

1. Are there wetlands on the site? _ Yes .L No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(AttadI ~, if avaiJoble)

Rrnsed 03/95

RECE:I\Jc=!..J
OeM WILMINGTON, l
I
:~OV 0 4 2005

m. Describe existing wastewater treatment facilities.
/V 1/1

n~ Describe location and type of discharges to wate:
'. of the state. (For example, surface runoff. sanital
wastewater, industrial/commercial effluent, .w~
downw and r~idential discharges.)
Sc./1(;::'4cc /('u#cJ~.c

o. Describe existing drinking water supply source.
,A./,A

5. ADDmONAL INFORMATION

In addition to the completed application form, tI
following items must be submitted:

· A copy of the deed (with state application only) c
other instrument under which the applicant claims tit
.to the affected properties. If the applicant is DI
claiming to be the owner of said property, thE
forward a copy of the deed or other instrument undl
which the owner claims title, plus written permissic
from the owner to carry out the project.

· An accurate, dated work plat (mcluding plan vie
and cross-sectional drawings) drawn to scale in blac
ink on an 8 112- by 11w white paper. (Refer 1
Coastal Resources Cmnmission Rule 7J .0203 for
detailed description.)

Please note that original drawings are preferred at
only high quality copies will be accepted. Blue-lb
prints or other larger plats are acceptable only if 2
adequate number of quality copies are provided t
applicant. (Contact the U.S. Army Corps 4
Engineers regarding that agency's use of largl
drawings.) A site or location map is a part of pI
requirements and it must be sufficiently detailed 1
guide agency personnel unfamiliar with the area to tt

Form DCM-MP-l

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) landownen and
signed return receipts 85 proof that such ownen
have received a copy of the appliation 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 XD.oeq TELt: it 1/
Address q6'167iftD~ at. ~'~NC- -ZWlo
Phone '

Name Molt .BR('/N.5tJ/ck .;eJ.~J ~LC.
Address /6lfZ- V/lt-1tGtf' ff ~
Phone 5/1IUt. Offe:.A./C- U/f-7o
,

Name E'llsr Cot95r co~.;edE
Address q~ N :1"~ j/If.
Phone 11.5/1, /LIe z,!f~'2 o~
"

· A list or previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

· A check Cor $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 compDance with the N.C.
Environmental PoDcy Act (N.C.G.s. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

ReYised 03/95

w' .", '.',
I Ic:Gt:iVE:.O
OCM WILMINGTON, NC
NOV 0 4 2005

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any permit issued in response to this
app~ication will a1lowoDly the development described in
the application. The project will be subject to conditions
and restrictions contained i'1 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 is the. / day of ~.60!)9:: z. 0. 0.5"

Print Name /YJ,4/<j( 12, AcE

Signature ~ &'?
lANJowrIer Dr AMlhoiizeti

Please indiCate attachments pertaining to your proposed
project.

..L DCM MP-2 Excavation and FDllnformation
-4 DCM MP-3 Upland Development .
4. DCM MP-4 Structures Information
_ DCM MP-S Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: PleDse sign and date each attachment In 1M
space provided at the bottom of each form.

. Form DCM-MP-2

EXCAVATION
AND .FILL

(Except bridges and culvens)

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
fin activities. All values to be giveo in feet.

AYenge F1Dal
Emdac Projecl
LeDgtb Widt.b Depth DeptJa
Access
channel
(MLW) or (NWL)
Canal
':'
Boat
basin
Boat /001 3 ,,,I
ramp -if,! -7, G
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
ltabilization)

Revised 03/95

RECEiVED
OeM vVIUvlINGTON, NC
~j;JV 0 4 Z005

1. EXCAVATION

a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards ///0 c.<.( )lei f A

b. Type of material to be excavated p~y <f S//,l-Jl

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes L No

d. Highground excavation in cubic yards 90 ~ ;e/.r

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area :;;POIL ~~el1
(YJ "SIre

b D. . fd' al ~......' y /0-1
. lmenslons 0 lSpoS area ..... ....... /\ _ ~

c. J?o you claim tide to disposal area?
~Yes _No
If no, attach a letter granting permission from th~
owner.

d. Will a disposal area be available for future
maintenance? ...x Yes No
If yes, where? sFO/f- TD~e' '7Utl/Ve/V'eO J
(;1'lIis '5 .iJ;t# At!ltfrl.5 J)t.c;.lb' jJ,Rq'?t.1l,
J../~e .

'Form DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes ~No

f. Does the disposal include any area in the water?
_Yes --4-No

3. SHORELINE STABD.JZATION

a. Type of shoreline stabilization
Bulkhead , x: Riprap

b. Length

&5/

c. Average distance waterward of MHW or NWL
3/ D"c "A./vL

d. Maximum distance waterward of MHW or NWL
{,t-I o,c ,v'~L

e. Shoreline erosion during_preceding 12 months
po..-ue
(Source ofinformation) Cl3St3tiJll77oV JV/.:;JrJ7"#V

f. Type of bulkhead or rip rap material ':",
c~.5 ~ ~r&?;:J

g. Amount of fill in cubic yards ~ be placed below
water level
(1) Riprap 50 cu.i>/c... f'df
(2) Bulkhead backfill

h. Type of fill material

i. Source of fill material

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
+Yes _No

Rnised 03/95

. - -' "-~J ~G'

OeM WilMINGTON, NC
NOV 0 4 2005

If yes,
(1) Amount of material to be placed in the
water /2'1 & VdS
(2) Dimensions of fill area /00';< 52. '

(3) Pu!'pose of fll1 COJ-'c.~ere- J3O#T
/Z19 /VI f:l

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes -1.-No
If yes,
(1) Dimensions of fill area /0::>/;( 0/

(2) Purpose of fill C"oNC-tzere iJD17/' !?/l?JJ

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? ~it1' "cC:A/t!'f A~";i:l
?tfiZlfr7~76:71. CP S/'C)/L j..)/Zt!'11

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
/.3'7c/c//.:)e , -r~I1;clloe
/

c. Will wetlands be cnssed in transporting equipment
to project site? _ Yes 1- No
If yes, explain steps that will be taken to lessen
environmental impacts.

?//7e tJfl Y 8/lfl
Applicant or Project Name
~A/'~;J
Sipature
,# /~.>
Date

Form DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to 10int Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the 10int Application which relate to
this proposed project.

a. Dock(s) and/or Pier(s) J
(1) _ Commercial LLCommunity _ Private
(2) Number Ope
(3) Length 90 '
(4) Width B (
(5) Finger Piers _ Yes ~ No
(i) Number
(ii) Length
(iii) Width
(6) PI atform(s) _ Yes -L- No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
propeny lines -2. -Z 0 retf'/
(9) Width of water body "L-5D P8tJr 'pt.-uS
(10) Water depth at waterward end of pier at
MLW or NWL '7, b f' .;UwL.

b. Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(~) Length(s)

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW. NWL or
wetlands '
(3) Maximum distance beyond MHW, NWL or
wetlands

Revised 03/95

e. Mooring buoys
(1) _ Commercial 2LCommunity _ Private
(2) Number ONe
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
5/J1-U44IIP #0 tJ4/('e I3tJo1/

(4) Width of water body 2-50 ;;ec/
(5) Distance buoy(s) to be placed beyond
shoreline eXIS.T/.#b Eibj/
,

f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Give compleu description)

PI/I e t..)1J y gJ9;:}-
AppUamt or Project Name '7
--;/L2/ ~
Slpature '""
///0/05

,
Date

Ht:CEJ\!EO
DCiv1 'vViUviINGTON, NC

NOV 0 4 2005

'Form DCM-MP-3

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

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.

a. Type and number of buildings, facilities, units or
structures proposed ~ oA€ 1111,IJOlc':;,tJ
f1:;12/( IA./6 5f1 /1C t:!

b. Number of lots or parcels

ONe

c. Density (give the number of residential units and the
: units per acre) /vi / Il

d. Size of area to be graded, filled 'Or disturbed
including roads, ditches, etc.' L8, '2 00 Sf,c;-
1r<.t.</.PtJ/,r/O LE;<ls/),r--/C; raMtlt!L ~/7t<K/.;~6"

e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before. land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? 'Yes "X No
.
If yes, date submitted

f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
/YJ/JRL ~o/l P/?It/cp...l 0' /14e-/1
Co.--c.,RcTe ~/2 /Z1tP1 P /l/JCwJ

g. Give the percentage of the tract within 75 feet of
MHW or NWL, 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 J>e used for
vehicular driveways or parking. 5 ;;b

Revised 03/95

RECEiVED
OeM WilMINGTON, NC

NOV 0 .1 2005

h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
)( Yes No
If yes, date submitted /C:/J~/oS-

i. Describe proposed method of sewage disposal.
~/4

j. Have the facilities described in Item i. above
received state or local approval?
(Aaada appropriare doClU1le1llillion)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary ~astewater, industrial/commercial effluent,
.wash down. and residential discharges).
5(,dtlce ;'2.c.fl;.lo,Cr - ;Uty1f/ /D IX! L;Le'I/t1/2/Z
/D ?/?OI'1trtf" .$",f'c!l:rr /iCOt./ NtY'" ~/"7/
&//l'1l/v4r/JJo A~.Y A-/#O,c; 0-?3'~ 0;:::- /(/;
~cor /J&/'-l/
I. Describe proposed drinking water supply source
, (e.g. well, community, public system, etc.)
."v//1

m. Will water be impounded? _ Yes L- No
If yes, how many acres?

n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? '

j/J/letJl9j E3/J/J
Apptiamt or Project Name ?
-Z/V? :1P c
Sipature
///D/o'>
Date I

D~wJlcpmoTlI Typa

I. PII".11,~,I":I1,".om,ncld;)1
duvo1lr,prllrITl! thol! dOll:; nol in,dvu
UI'lliili"!J or e1.I:'1'I~liclI o/;:.n'l
wull,lIllJ:; or opor\ W~hlt. iJfcn~:

II. Public r.r c;lrnmcr:bl doveloprnonl
111;]1 d,-,":: nol IIwolvo Ihil "IGn!] or
(,Xf':.:-Iv:l(;cn cr ~ny ~t:ltl':1nd:: or O;JC'l
vi:ihu ;l!"I~~~:

S-lOO

HI. FCf tbvclopmonl1.".ill in...o!va~ UlD
faUn" :"1d:N ~'c:1""!;on or up I,) 1
a;,;:r;) of .....,-,U:ll'l<.l:; ::IndJilr open ......1!nr
.](u3~, ddt~rmi(l'J if A. 8. C, cr 0
bdo..... r'PI'I;I'l:;:

111(,1.,). Fr.!" rri,,;)l~, n'n'cilrr.nl\)n;j~1
di:vnlr.rrr,C'lI, II Gilnor:J1 Will(,r OUillit,
Cal1i:;.:.-,I;,.!' NJ,3:itll {~(!e ~t~jcl":d)
c,.11 be :lflr1i'1;l:

1!I(P.j: For pll~ljc or c:cmma:,i;,1
dl,;';C!t>;:IT,.:r.J. .l Gl:n..~r:J1 W.J~tlr CU31~rt
Co';;!:".::..:i,n t;i),3~O 1 (.':IlC ilUilct.c:l)

ltI(C). If Gen~".J1 Wil:~r Cu:.!iIY'
C~I~jr.C:l!;C:' N.:l. 3:;01 (:;Of: :l::Jr.hcd).
cr,I:It! !::.l ?:J;.i'd, bel OeM s:..iT
d(!!~fm'r1..,.i ti\~f JdiJili"r.:l1 ({:.,j,)W :l~rJ
wnH:'i\ O\.J() r:~nC\J:T~r.c.:1 i~ n~,t1(;d
\JCQ'J:~ of C~llccm~ (daled (oJ W;ll.:l{
q~J:I:;:;; Qr g~:~:4lk Ii!i,;:

>

IV, fl.1f rJ~volcpmanlll;:l1 il1~o!vcs
Ihe r.Cir.g ~l1cj/cr l!xov;;licn or milra
Ih~rJ cr.\! :.C:'J of WCUJI1Ci rlll,11:lr

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NC 904

Now or Formerly
Mgr Brunswick No I lie
1642 Village Pt Rd SW
Shallottt, NC 28470

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S20"4()'OO"E 2638&' T"'~

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S:O"40'OO'E 2!>8.8&' Total

Now or Formerly
Robert Te1eky
9696 Topcon Dr
Ash, NC 28420
Lot I, Rivergate Estates

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NORTH CAROLINA
WILDLIFE RESOURCES COMr.USSION
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699-1720

[phone]

fax [phone]

Existing Conditions
Pireway BAA

Brunswick Co, North Carolina

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Notes:

Site total 1.90 Acres Rccorded in Deed Book 646, Page 605 of
the Brunswick County Register of Deeds Office.

Impuviouf Sur(au Arra. Exis~
Gravel Parking Area - 27,628 Sq FI
Cone Ramp $60 Sq Ft
COrte Anron 360 Sq FI
To/al ImperviolL'/ Area - 28,548 Sq Ft

Approximately 450 feet of Shoreline along Wacca:naw River,

Shots taken at above Nonnal Wal1:r Levels, Estimaled Normal
Low WalD:o March 22. 2005

Water Fluctuation in extreme conditions is 12 feet Plus or Minus.

End of Existing Ramp taken from Measurement to End of Ramp
Sign.

".ECE!\fED

.)(::\~, _ '.,,;I~..j~~7(J0J. ~JC

!] t :~ ;J05

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[S3 Concrete

E=:J Gravel

~ Riprap

Designed by: M RL Date: 8125/05
Drawn by: MRL Date: 10/25/05

Sheet Number: 2

of: 7

File Name: pireway.dwg

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'NoworFormcrly
Mgr Brunswick No 1 LLC
1642 Village Pt Rd SW
Shallottt, NC 28470

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S2O"AO'OO"E 268,88' T...,

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S2O"<lO'OO'E 26ll.SS'Total

Now or Formerly
Robert Teleky
9696 Topcon Dr
Ash, NC 28420
Lot 1, Rivergate Estates

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NORTH CAROLINA
WILDLIFE RESOURCES COMl\llSSIO:"i
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699-1720

[phone]

fax [phone]

Proposed Conditions
Pireway BAA

Brunswick Co, North Carolina

~

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Notes:

Site total 1.90 Acres Recorded in Deed Book 646, Page 605 of
the Brunswick County Register of Deeds Office.

Impn-vlou. Su,(au A ",a - Exittinf(
Gravel Parking Area - 27,628 Sq FI
Cone Ramp 560 Sq Ft
o,ncApron 360SqFI
TOlal lmpen:ioU3 Area - 28,548 Sq Ft

Impnvlou" Surfau A",a - Propo,ed
G,avel Parking A,ea - 26,000 Sq Ft
Cone Ramp3 - 1,500 Sq FI
ApprochlAbutment - 200 Sq FI
Handicav Pa,kin<l: - 500 Sq FI
ToUJ1 lmper\liaU3 Area - 28,200 Sq FI

CuI & Fill Volume, o(PropOled Area
CuI- 90 cu yib above IlOnnal water level
410 cuyib below nonnal water lewl
ToUJ1 CuI. 500 cu yib

Fill - 145,0 cu yds above nonnal waler level
130.0 cu yds below IlOnnal....aler level
ToUJ1 Fill. 275.0 cu yib

Approximately 450 feet ofShorcline along W=w River.

Shot! taken at above Normal Water Levels, Estimated Normal
Low Water. Marth 22, 2005

Water Fluctuation in extmne COnditiOllS is 12 feet Plus and
Minus.

~

Ei'J Concrete

E::=J Gravel

~ Riprap

R~CEt\jED
DC~.1 \NIU.llNGTON, NC

l',,-, '

o ~ .~CC5

Designed by: MRL Date: 8/25/05
Drawn by: MRL Date: 10/25/05

Sheet Number: 3

of: 7

File Name: plreway.dwg

...r "19.0'

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1,

...r "13
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...r "19
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...r "19
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...r ".20
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...r "19
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...r "9. 6'

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-===== 250+ to Western Shore

...r "21
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...r "14
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...r "10
05'

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Waccamaw River

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Scale: 1" = 20'

Line

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Note:
Rededication of existing Impervious
parking to comply with the Americans
with Disabilities Act.

(

...r "10
05'

.~_.: :..... _~..,:.~... ~..'..'. 0.., -~O' 0-.
, .',', ',; ...", x~. ."..; x 6.0'
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_------,----~------,--)Yqo4.~l::!~e __"'_,

I ....

x 5.0'

NORTH CAROLINA
WILDLIFE RESOURCES COMl'tllSSION
DMSION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699-1720

[phone]

fax eH9) 715-2380

S20040'OO"E 268.88' Total
248.84'

Woods

Woods Line

----

------------

x 5.9'

x 5.0'

Gravel Parking

x 6.3'
85'

x 6.0'

Gravel Parking R ~ eEl V E 0
f)CM 'N!LM1NG'TC:N, NC

"\: r \' !) 4: 20C5

x 4..:S'.
Proposed Conditions
Detail
Pireway BAA
Brunswick Co, North Carolina

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Designed by: MRL Date: 8/25105

Drawn by; MRL Date: 10/25105

Sheet Number. 4 of: 7
File Name: plreway.dwg

_ _ _ _ _ _ _ _ _ _ -.!}xistingRalnp@10%

TopofRwnp Apron
4.4' 4.8'

100,0'

20.0'

19.7'

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_ _ _ "~,.,, g'x80'Wo 0 denFloating Dock . ~~: ~\ ,.,A'roo'.O' Apron..\ !

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.7." R' .' / --" /.:. 'v / ' ---';// '-. Y , <:,,/ " ,"-' .' /,",<' /::\:','<< W<dcr L"",
.' 'fo.o .. .' . . / / . .;'---;' 'y>> . /;'-'0V~ ~ ~/ ~( ~-'/ /. '-//. /).:y/ />~~// />:.
, ' .. ,y ,,/--:</j///,/0;"- ./;-'~A:.:w. /& ~'.~ ~) "-~'/ ~ .~ '/~,>,~,> !;,r/;~~/ ~W""tJ""'
___ /(!(~(/jjfJ::P,-'k:/!Z!tj(><<~//~'V'.?~'V }JP,,;~o/f :{:/~ .,!!;:~</;;:/"/;;';:'~#-'y,:<<~.,-%- .0:<)> ~~>;.~. Ln"
<<</,0:<.';/)..:..:/';'---; ,/ YF7 .<).~ ,-;~'-/,<:::!/ ':1/>0,-<<,,;~,,~~Dlfid /<:::!-\:. ,'~ ~".:-<;Z <<+~ A+ . />:. ...
/;.:,~::~<(.:-':0::;.-:<:~~~~~;<'/0:\ /-((>' @ //;~'~ 7."':;{/ ~<<I' 4/ ~>>'-Y2;';)'-/)>}. /~>:! AA'\,' !~<(. ;~:;;;~:;"
. ,..,' '- /,,,- . ....,"- / ';,'f/ /'-.'f/ <: /> / /.' //> /V/'}//'-.'/T:-)y '- /- '--.:: I,: ~ ,1// /-.(// /-
. Ramp Structure Consists of' · · / Cut/Fill - -. - -"I'
~,:5" N Steel Reinforced Co~crete Slab Cut Below Normal Water Level = 4100 c
" 0,57 Wash Stone Cut Above Normal Water Level = 900 u yds
I 2 Class A ErOSion Control Stone . cu yds
Fill Below Normal Water Level = I 2e 0 c d
FIll Above Normal Water Level = 145000 c~ ~d:

Profiles Designed"": MRL
~ J' Dale; 8/25/05

Pireway BAA

Brunswick Co, North Carolina

~.

Scale: 1" = 1 0'

20'

I

NORTH CAROLINA
~~~~~?~OG~CES C?Ml\llSSION
lEERING SERVICES
. 1720 Mail Service Center
RaleIgh, North Carolina 27699-1720

[phone]

Drawn by: MRL

Date; 10/25/05

Sheet Number: 5

of; 7

fax [phone]

File Name: pireway.dwg

J: ~J9
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05'

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-=:::::: 250+ to Western Shore

J: --.21
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05'

J: -905'
Waccamaw River

0' 20' 40'
roL1J[l9cEht""~'J''i~I''~~~~'
Scale: 1" == 20'

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NORTH CAROLINA
WILDLIFE RESOURCES COM~nSSION
DIVISION OF ENGINEERL'iG SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699-1720

[phone]

fax [phone]

S20040'OO"E 268.88' Total
248.84'

Woods

Woods Line

-----

x5.9' -

Note:
Area will be Cut to proposed
elevations & backfilled with
stone base & concrete ramp.

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Proposed Conditions
Dredge Area
Pireway BAA
Brunswick Co, North Carolina

Designed by: MRL Date: 8/25/05
Drawn by: MRL Date: 10/25/05

Sheet Number. 6 of: 7
File Name.: pireway.dwg

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NORTH CAROLINA
WILDLIFE RESOURCES COl\ll\fiSSION
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699-1720

[phone]

fax [phone]

S20040'OO"E 268.88' Total
248.84'

Woods

Woods Line
------~.9~-------

Note:
Area to graded to design
elevations.

x 6.3'

,.-
x6.
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Area will be Cut to proposed
elevations & backfilled with
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Proposed Conditions
Fill Area
Pireway BAA

Brunswick Co, North Carolina

Designed by: MRL Dale: 8/25/05
Drawn by: MRL Date: 10/25/05

Sheet Number: 7 of: 7
File Name: plreway.dwg

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~ Department of Environment and Natural Resources
i and IDJ&@*
i Coastal Resources Commission b1J 111 UPf1/Jj " I
! ~ crmtt FEe 2320 'f!) 1
I ~ ~\lc7j DEN!? 06 I

for 'LANDS AND ~:,rcR QUA(IT'y
.. l Major Development in an Area of Environmental ConcergRMwArCRB/t'WCH
pursuant to NCGS 113A-118

_ Excavation and/or filling pursuant to NCGS 113-229

Issued to NC Wildlife Resources Commission, 1720 Mail Service Center, Raleigh, NC 27699

Authorizing development in Brunswick County at adj. the Waccamaw River, Highway 904,

Pireway , as requested in the permittee's application dated 11/1/05. including the

attached workplan drawings (6), 2-7 of 7 all dated 10/25/05

This permit, issued on Fehrmlry 21, 2006 , is subject to compliance with the application (where consistent
with the pennit), all applicable regulations, special conditions and notes set forth below, Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.

Expanded Boatramp Facilitv

. 1) This permit authorizes only the docks, boatramps, piers, and other structures and uses located in or over'
the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.

2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
boatramp facility. Any sewage discharge at the facility shall be considered a violation of this permit for
which the permittee is responsible. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure.

(See attached sheets for Additional Conditions)

This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.

This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.

Any maintenance work or project modification not covered
hereunder requires further Division approval.

All work must cease when the permit expires on

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

c?~v ~~Duector

Division of Coastal Management

This permit and its conditions are hereby accepted.

December 31, 2009

In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.

Signature of Pennittee

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Z NCWRC Permit #23-06 p-
: Page 2 of 3 ! .

1:l.... ADDITIONAL CONDITIONS l~

:. 3) No attempt shall be made by the pelmittee to prevent the full and free use by the public of all navigable
~: W2.ters at or adjacent to the authorized work. 7-
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The permittee.; shall maintain the authorized work in good condition and in conformance with the terms
2.I1d conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity wit.~out having it transferred to a third party.

This permit does not authorize the interference. with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.

The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, Dn the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.

In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

Boatramp

The boat ramps shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a \vatertight containment structure. Live concrete shall not be allowed to contact
,vaters of the State or waters that will enter waters of the State.

Excavation and ground disturbing activities above and below the normal water line, as shown on the
attached \vorkpIan drawings, that are associated with the construction of the boat ramps shall be limited
to that absolutely necessary to establish adequate ramp slope and provide a ramp no greater in size than
specified in the permit application dated 11/1/05 and the work plan drawing labeled 5 of 7 and dated
10/25/05.

Shoreline Stabilization

10)

The alignment of the permitted riprap shall be staked by the permittee and approved on-site by a
representative of the Division of Coastal Management.

The alignment of the approved riprap shall not extend more than 4 feet from the normal water level, as
shmvn on the attached \vorkpIan drawings, at any point along its alignment.

12)

The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.

13)

The rip rap material shall consist of clean rock or masonry materials such as, but not limited to, granite,
marl, or broken concrete.

I i

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;t NCWRC Permit #23-06 ~
. I Page 3 of 3 i

~ ADDITIONAL CONDITIONS t

>: J.
I Spoil Disposal I

~ 14) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to I
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e,g, silt fence,
diversion swales or berms, etc.).

,

15) No spoil material shall be placed within 30 feet of the Normal Water Level.

16) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion. .

Stormwater Mana2:ement

17) The N.C. Division of Water Quality approved this project under stormwater management rules of the '
Environmental Management Commission under Stormwater Permit No. SW8051126 on 1/17/06. Any
violation of the permit approved by the DWQ will be considered a violation of this CAMA permit.

General

18) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

19) No vegetated wetlands shall be excavated or filled, even temporarily.

NOTE:

This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

NOTE:

Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.

NOTE:

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 052156), which was issued on 12/16/05.

NOTE:

The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200600234.

~~:::::: ::: ~::: :::: J: ~::~:::~::::~;:::: l:::::: ::::::::~