20090076 Ver 1_CAMA Permit Application_20090122

. .

&1\
NCDENR

09-0076

[~-

MEMORANDUM:

\O\@@@~~@'
~ J~~ 'l, ~ lGIJ9
Cyndi Karoly, Supervisor . _~t-.\~~~~~~~Q\
401 Oversight & Express Permits Unit J~~~~OS~Q\l.\S
Division of Water Quality-Surface Water Protectio~~

January 20, 2009

TO:

FROM:

Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)

SUBJECT:

CAMA Major Permit Application Review

Applicant:

River Road Park, New Hanover County

Project Location: River Road (SR 1100) located north of intersection of SR 110 and Cathay Road,
Wilmington, NC, New Hanover Co.

Proposed Project: To extend the existing fishing pier and improve the existing sand boat ramp by
extending, paving and stabilizing with riprap

Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 13, 2009. If you have any questions regarding the proposed project,
contact Holley Snider at [phone], when appropriate, in-depth comments with supporting
data is requested.

REPL Y:

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

N~rth Carolina
)Vall/fa//II

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: River Road Park, New Hanover County

2. LOCATION OF PROJECT SITE: River Road (SR 1100), located north of intersection of SR 110
and Cathay Road
Photo Index - 2006: 14-6642 H-16 2000: 14-139 Q-10 1995: 14-143 T-9
State Plane Coordinates - X: 134088.935 Y: 2325 168.769 Rover # 0 010516A
Lat: 34006'48.88280N N Long: 77055'32.96019NW
3. INVESTIGATION TYPE: CAMA 1 D &F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/31/08
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - 1/20/09
Office - Wilmington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington-New Hanover County Joint Coastal Area Management Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Recreational
(E) Wastewater Treatment: Existing - County Sewer (upland)
Planned - None
(F) Type of Structures: Existing- restrooms, covered picnic area, asphalt road (upland)
pier with platform, sand boat ramp
Planned - pier extension, concrete improvements to boat ramp
(G) Estimated Annual Rate of Erosion: NI A
Source - NI A

7.

HABITAT DESCRIPTION:

1125 sq.ft. boat
(A) Estuarine Shoreline ramp
750 sq.ft. riprap
(B) Estuarine Waters, Public Trust Area 450 sq.ft. boat 752 sq.ft shaded
ramp
300sq. ft. rip rap
(C) Other- Highground 1238 sq.ft
concretel asphalt
50 sq.ft riprap

DREDGED

[AREA]
FILLED

OTHER

(D) Total Area Disturbed: +1- 3920 square feet (0.09 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No

8. PROJECT SUMMARY: The applicant is proposing to extend the existing fishing pier and improve the existing
sand boat ramp by paving, stabilizing with riprap, and extending the ramp.

FIELD INVESTIGATION REPORT:
River Road Park, New Hanover County
PAGE #2

9. NARRATIVE DESCRIPTION:

The project site is an approximately 10 acre tract located adjacent along the east shore of the Cape Fear River at 6000
River Road (SR 1100), directly north of the intersection of Cathay Road in New Hanover County. The project site
is home to River Road Park, maintained by the New Hanover County Parks and Recreation Department and is a
Recreational Estuarine Access site. The upland portions of the project site have an approximate elevation of + 12 feet
above Normal High Water (NHW) and are vegetated mostly with upland species of mature long leaf pine, live oak,
turkey oaks, and domestic lawn grasses. Existing features on the upland portions of the project site include a public
restroom facility, outdoor playground equipment, covered picnic area, and an existing asphalt drive terminating
approximately 160 feet from Normal High Water. Extending westward of the asphalt drive is an unimproved sand
boat ramp and approach, approximately 165 feet long by 20-25 feet wide and has been in use and open to the public
for many years. Coastal Wetlands are present along both sides of the existing unimproved sand road and boat ramp.
To the south of the unimproved boat ramp approach is a highground peninsula extending to the south approximately
80 feet and is on average 30 feet wide. The peninsula is vegetated with a mix. of Hollies, Oaks and Pines. The
highground peninsula is bordered to the east by a 5-10 feet wide fringe of Coastal Wetlands. The western side of the
peninsula is adjacent to a large pocket of Coastal Wetlands. The existing Coastal Wetlands on site consist of Black
Needle Rush (Juncus roemarianus), Salt Meadow Hay (Spartina patens), Smooth Cordgrass (Spartina altemaflora),
Giant Cordgrass (Spartina cynosuroides), and Spike grass (Distichlis spicata). Spanning the highground pier and
adjacent coastal wetlands is a walkway connecting to a 60 foot wide pier with an 8' long x 16' wide platform. The
water depths at the waterward end of the pier platform are -3.5' at Normal Low Water (NLW).

CAMA Major Permit No. 29-92 was issued to New Hanover County on March 26, 1992 and expired on December
31, 1995. The Wilmington-New Hanover County LUP classifies the upland areas of the project site as
Conservation. The waters of the Cape Fear River are classified as SC by the NC Division of Water Quality (DWQ).
The NC Division of Marine Fisheries (DMF) has designated this area of the Cape Fear River as Primary Nursery
Area and the waters adjacent to the proposed project are closed to the harvesting of shellfish.

10. PROPOSED PROJECT:

The applicant is proposing to improve an existing public park by paving an unimproved sand boat ramp and approach,
and to extend an existing pier and platform. The applicant is proposing to extend the existing asphalt road 85' long
x 12-15' wide on the highground portion of the project site. The boat ramp and approach will be improved by paving
a 110' long x 15' wide existing sand ramp and approach, and will terminate at NLW. The applicant is proposing to
stabilize the improved boat ramp and approach with 95' long by 5' wide of rip rap along both sides. The applicant
is also proposing to extend the existing pier 92' waterward and 6' wide. The pier extension will terminate at a
lO'long x 20'wide platform. The pier will be for passive recreational use and the applicant is proposing no
formalized boat slips. Water depths adjacent to the proposed pier extension are -4' at NHW. The adjacent pier to the
north measures appro x 165 feet in length.

11. ANTICIPATED IMPACTS:

The proposed project will result in an additional 1238 sq. ft. of impervious surface and 50 sq. ft. of rip rap on the
highground. Improvements to the boat ramp will result in 1125 sq. ft. of impervious surface within the ES AEC.
Rip rap stabilization along both sides of the boat ramp will result in 750 sq. ft. of fill in the ES AEC. The boat ramp
improvements will also result in 450 sq. ft. of concrete fill and 300 sq. ft. of riprap material to be placed below NHW
and will result in a total of 750 sq. ft of shallow water bottom fill in a PNA. No coastal wetland fill is proposed.
The proposed pier extension will result in an additional 752 sq. ft. of shading of the PTW and EW's.

Submitted by: Holley Snider

Date: 1-16-09

Office: Wilmington

PROJECT NARRATIVE

The project site is currently a partially developed 10-acre tract located at 6000 River
Road, on the east shore ofthe Cape Fear River, in New Hanover County, North Carolina.
Vegetation onthe site includes a mature longleafpine, live oak and turkey oak trees, and
herbaceous wetland vegetation. Freshwater and coastal wetlands associated with the
Cape Fear River are present along the shoreline in the western portion of the property,
and a natural drainage feature that flows into the river is also present in the southwest
comer of the property. The site currently contains an asphalt road that provides access
off River Road, a covered picnic area, a restroom building, an approximately 100- foot
long pier, and an unimproved sand boat lau~ch.

The Cape Fear River borders the site to the west. Undeveloped land and residential
development is adjacent to the north and east, and undeveloped land is adjacent to the
south. There is currently one Area of Environmental Concern (AEC) within the property,
the Coastal Shoreline AEC associated with the tidal water and marsh in the west and
southwest portion of the property.

The purpose of the project is to construct an extension of the existing pier to include a T-
head platform for active and passive recreational purposes, and to construct a concrete
boat ramp at the current unimproved boat launch to include rip-rap on the sides of the
boat ramp. No wetland impacts are proposed. No changes to the existing upland
development is proposed.

Currently, runoff from the existing impervious surfaces flows via overland flow to the
on-site wetlands. No new stormwater conveyance or treatment systems/devices are
proposed as new construction includes only 2,200 square feet of new impervious surface
above normal high water.

The Sediment and Erosion Control Plan has not yet been submitted to the Division of
Land Resources. That submittal is being prepared by Thomas & Hutton Engineers, Inc.

A wetland delineation, coastal wetland delineation, and nonnal high water line
delineation were perfonned by Mr. Paul Masten of S&ME. The wetland delineation was
approved in the field by Ms. Kim Garvey, Corps of Engineers, on May 29,2008. The
coastal wetland and normal high water line delineations were approved in the field by the
Mr. Robb Mairs, Division of Coastal Management, on May 29, 2008.

n ~C.. ~ ~ \f j: &')
rn:.....,,~ . "",it,

DEe 1 'I 2008

DeM WiLMINGTON, Nt

m~@~D~/[~;,)
......1 JAN 2 2 2009 .
lP'Ulllllll1~TLAN~~~~D~~~M%~B~CH

~f{t!:(_; EIVED
>/ n Ii,

BY:.

.;...,..,,:;z-...-.-~.~._

..Ir 1_11111111 Perlll

(last ...vlsed 12127/06)

'\ (\ 7 6
f"\ 0 ._! .
\ I'

North Carolina DIVISION OF COASTAL MANAGEMENT

1.. primary Applicant! Landowner Information ...
Business Name Project Name (if applicable)
New Hanover County Parks Department River Road Park
Applicant 1: First Name MI Last Name
Neal Lewis
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional pagers) with names listed.
Mailing Address PO Box City State
230 Government Center Drive, Suite 120 Wilmington NC
ZIP Country Phone No. FAX No.
28403 USA 910 - 798 - 7620 ext. 910 - 798 - 7621
Street Address (if different from above) City State ZIP
-
Email

2......)\gentlCont~actorJnformation ..... .
.. .. ... ...
Business Name
S&ME, Inc.
Agent! Contractor 1 : First Name MI Last Name
Paul Masten
Agent! Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
6409 Amsterdam Way, Building B-3 Wilmington NC
ZIP Phone NO.1 Phone No. 2
28405 910 - 799 - 9945 ext. - - ext.
FAX No. Contractor #
910 799 9958
Street Address (if different from above) City State ZIP
-
Email
[e-mail] Oi=(':FI\if'1f""
,~~ '~""~ :,1) ~.~ j' /l;>!" ~,
,,-~.t!

-f.,{.i.JT

<Form continues on back>

NOV 1 7 2008

r~(' j\/~

Ul'~ 1 .... /1 j ,,1 ,r"""'" ~~....
. I, ...~~. J.:'J....:;;1 'j ~"')i\~,

i\j l..

252.808.2808 .. 1.888.4RCOAST .. www.nccoastalmanagement.net

Ftlrm DCM MP-1 (Page 2 of 4)

APPLICATION for
Major Development Permit

3.

County (can be multiple)

New Hanover

Street Address
6000 River Road

State Rd. #

Subdivision Name

City
Wilmington

State
NC

Zip
28412 -

Phone No.

Lot No.(s) (if many, attach additional page with list)

ext.

a. In which NC river basin is the project located?

Cape Fear River

c. Is the water body identified in (b) above, natural or manmade?
[8JNatural DManmade DUnknown

b. Name of body of water nearest to proposed project

Cape Fear River

d. Name the closest major water body to the proposed project site.

Cape Fear River

f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.

New Hanover County

e. Is proposed work within city limits or planning jurisdiction?
[8JYes DNo

a. Total length of shoreline on the tract (ft.)
430 feet

b. Size of entire tract (sq.ft.)
517928

c. Size of individuallot(s)

, , ,
(If many lot sizes, please attach additional page with a list)

d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)

12 feet [8JNHW or DNWL

e. Vegetation on tract
Vegetation consists of long leaf pine, live oak and turkey oaks in the upland areas. Wetland vegetation consists of black
needlerush, smooth cordgrass, and cattails.

f. Man-made features and uses now on tract

An approximately 100-foot long wooden pier, a restroom facility, a sand boat ramp, a paved entrance road, and a picnic
area.

g. Identify and describe the existing land uses adiacent to the proposed project site.
Property adjacent to the north consists of undeveloped land and single family residential. Property adjacent to the south
consists of undeveloped land. River Road is adjacent to the east with a golf course/single family residential development
across the road. The Cape Fear River is adjacent to the west.

h. How does local government zone the tract?
R-15

i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
[8JYes DNo DNA

j. Is the proposed activity part of an urban waterfront redevelopment proposal?

DYes [8JNo

k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy.

DYes [8JNo DNA

If yes, by whom?

I. Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?

DYes [8JNo DNA

<Form continues on next page>

NOV 1 7 2008

252.808.2808

r'\<~' !~/; V\i 1 L,~'!r ~ /,,; ;':~~'7 ;.:,J!~ ~ I~C
1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 4)

APPLICATION for,
Major Development Permit

m. (i) Are there wetlands on the site? I8IYes DNo
(ii) Are there coastal wetlands on the site? I8IYes DNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? I8IYes DNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater treatment provided by New Hanover County.
-
o. Describe existing drinking water supply source.
Drinking water provided by New Hanover County.
p. Describe existing storm water management or treatment systems.
No stormwater systems are present.

5. Activities and Impacts
a. Will the project be for commercial, public, or private use?

b. Give a brief description of purpose, use, and daily operations of the project when complete.
The site will continue to operate as public park used for fishing, picnics, active and passive recreation, and public boat
access.

c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.

The pier extension will be constructed with mechanically driven support piles. The boat ramp will be constructed of pre-cast
concrete with rip-rap on its sides to reduce the erosional effects of wave/tidal action. The rip-rap will be hand placed.

d. List all development activities you propose.

Extension of the existing wooden pier, construction of a concrete boat ramp with rip-rap sides, and extension of the existing
asphalt road to provide access to the boat ramp.

e. Are the proposed activities maintenance of an existing project, new work, or both?

New work

f. What is the approximate total disturbed land area resulting from the proposed project?

2,200

I8ISq.Ft or DAcres

g. Will the proposed project encroach on any public easement, public accessway or other area DYes I8INo DNA
that the public has established use of?

h. Describe location and type of existing and proposed discharges to waters of the state.

Approximately 450 square feet of the concrete boat ramp will be placed beneath ordinary high water.

i. Will wastewater or stormwater be discharged into a wetland?

DYes I8INo DNA

If yes, will this discharged water be of the same salinity as the receiving water?

j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.

DYes DNo DNA
DYes I8INo DNA

<Form continues on back>

RECE~VED
NOV 1 7 2008

252 - 8 0 a - 2 8 0 a . . 1 - (3 8 8 - 4 ReO A S T .. WWW . nee 0 a s t a liitia ita sid~: ~t-::~"t N \1 C

F.orm DCM MP-1 (Page 4 of 4)

APPLICATION for
Major Development Permit

6. Additional Information

Inadditiontothi;cornpletedapplication form,(MP-1) .the fOllowing items below,ifapplicable,musfbe submitted in order for the application
package to be complete. ...ltems (a) - (f). are always applicable. toany major development application. Please consult the application
instruction booklet on how to properly prepare the required itemS below.

a. A project narrative.

b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.

c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.

d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.

e. The appropriate application fee. Check or money order made payable to DENR.

f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.

Name Nathan & Judia Sanders
Address 7510 River Road

Phone No. 910-392-2576

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

h. Signed consultant or agent authorization form, if applicable.

Wetland delineation, if necessary.

j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)

k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.

I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.

I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.

I further certify that the information provided in this applicati

Date (\ /17 /0 of Print Name

'. Signature

best of my knowledge.
S~...I

Please indicate application attachments pertaining to your proposed project. 0 ..... '" _ .'
~DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and CUlvert$l:~E C l~ I V ED
~DCM MP-3 Upland Development . .""
~DCM MP-4 Structures Information NOV 1 7 2008

DCjJ'l1 v\;iU\f1JN(~-"i'.). N'
.""... NC

252-80S-2808 .. 1.888.4 RCOAST .. www.nccoastalmanagement.net

Form DeM MP-2

EXCAVATION and FILL

(Except for bridges and culverts)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.

Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.

Access
Channel
(NLWor
NWL

Canal

Boat Basin

Length

Width

Avg. Existing
Depth
Final Project
Depth

1. EXCAVATION

a. Amount of material to be excavated from below NHW or NWL in
cubic yards.

c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW _ OSAV _ OSB_
OWL _ ONone
(ii) Describe the purpose of the excavation in these areas:

2.D/SPOSAL OF EXCA VA TED MA TER/AL

a. Location of disposal area.

c. (i) Do you claim title to disposal area?
DYes ONo DNA
(ii) If no, attach a letter granting permission from the owner.

e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation ('$AV) , shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW _ OSAV _ OSB_

OWL _ ONone

(ii) Describe the purpose of disposal in these areas:

Boat Ramp

Rock Groin

Rock
Breakwater

Other
(excluding
shoreline
stabilization

110

15

1.5

1.5

!8:1 This section not applicable

b. Type of material to be excavated.

d. High-ground excavation in cubic yards.

!8:1 This section not applicable

b. Dimensions of disposal area.

d. (i) Will a disposal area be available for future maintenance?
DYes DNo DNA
(ii) If yes, where?

f. (i) Does the disposal include any area in the water?
DYes DNo DNA
(ii) If yes, how much water area is affected?

RECEi\/EO

DEe 1 1 2008

DeM WilMINGTON, NC

revised: 12/26/06

252-808-2808 :: 1-883-4RCOAST :: YVW'!!.dl...f:-9..Q~~t~m~na~mEill..bnet

Form DeM MP-2 (Excavation and Fill, Page 2 of 3)

3./SHORELlNE STAB/LlZA TlON
(If development is.awo()<:f groin, useMP-4-Structures)

a. Type of shoreline stabilization:
DBulkhead 181 Riprap o Breakwater/Sill DOther: _

c. Average distance waterward of NHW or NWL: 30 feet

e. Type of stabilization material:
Rip-rap

g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 375 sa feet
Breakwater/Sill Other
i. Source of fill material.
Provided by New Hanover County Parks Department

b. Length: 157.5 feet
Width: Approximatelv 5 feet
d. Maximum distance waterward of NHW or NWL: 30 feet

f. (i) Has there been shoreline erosion during preceding 12
months?
I8IYes DNo DNA

(ii) If yes, state amount of erosion and source of erosion amount
information.
Amount, timing, and source unknown. Evidence of erosion
observed on site during field flagging activities.

h. Type of fill material.
Rip-rap

4.. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. (i) Will fill material be brought to the site?
If yes,
(ii) Amount of material to be placed in the water 450 sa feet
(iii) Dimensions of fill area _
(iv) Purpose of fill
Pre-cast concrete boat ramp.

(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.

Dcw _ DSAV DSB

OWL _ DNone

(ii) Describe the purpose of the fill in these areas:

5. GENERA

a. How will excavated or fill material be kept on site and erosion
controlled?

Rip-rap being used which does not easily wash-away. Low tidal
energy at boat ramp reduces risk of rip-rap washing away.

c. (i) Will navigational aids be required as a result of the project?
DYes [8JNo DNA

(ii) If yes, explain what type and how they will be implemented.

b. What type of construction equipment will be used (e.g., drag line,
backhoe, or hydraulic dredge)?

Backhoe type equipment will be used to place the pre-cast
concrete boat ramp. Rip rap will be hand placed.

d. (i) Will wetlands be crossed in transporting equipment to project
site? DYes I8INo DNA

(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

252.808.2808:: 1-888-4RCOAST:: 'N.)I\IW,.n~~9!'l~~1'l!m~na~ement.Il.~!

revised: 12/26/06

Form DCM MP-3

UPLAND DEVELOPMENT

(Construction and/or land disturbing activities)

Attach this form to Joint Application for CAMA Major Permit, Form OCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.

1....~ttif-f~hHfJf~fiR_BtY~tf()f'^1ENT

a. Type and number of buildings, facilities, units or structures
proposed.

One extension of existing asphalt road to provide paved
access to the proposed concrete boat ramp.

c. Density (give the number of residential units and the units per
acre).

N/A

e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
DYes l8INo DNA

(ii) If yes, list the date submitted:

g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.

0.3%

i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.

6 % (5.7% existing, 0.3% proposed)

j. Describe proposed method of sewage disposal.
Sewage disposal provided by Cape Fear Public Utility
Authority.

Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial!
commercial effluent, "wash down" and residential discharges).

No discharges to waters of the state proposed.

b. Number of lots or parcels.

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

The road extension will be approximatley 1,000 square
feet, and the boat ramp area above normal high water will
be approximately 1,200 square feet.

f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.

Asphalt will be used to construct the road extension and
the boat ramp will be constructed of concrete.

h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
DYes [8JNo DNA

(ii) If yes, list the date submitted:

k. Have the facilities described in Item (i) received state or local
approval?
DYes l8INo DNA

If yes, attach appropriate documentation.

m. Does the proposed project include an innovative stormwater
design?
DYes [8JNo DNA
If yes, attach appropriate documentation. P &:: C"o. ~ , '\ I r "'.
· \'."".. f", ~ V C id'

NOV 1 7 2008

'- ...,

,-., -;I "" ").
re;"i!$!iiid; '!1.2/261~ C

252-808-25082:: 1-888-4RCOAST:: www.nccoastalmanagement.ne!

Fortn DeM MP-3 (Upland Development, Page 2 of 2)

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Drinking water provided by Cape Fear Public Utility
Authority.

o. When was the lot(s) platted and recorded?
June 6, 1991.

n. (i) Will water be impounded? DYes [gINo DNA
(ii) If yes, how many acres?

p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?

DYes DNo I2lNA

t"1lr.' ",,,,., r: .
',' ", ,'", .: ,'"'' IJ ."""
'.,. '. ,11 ,,~ c''''
r. \(." \. "I " \I~'" ~ '
It' j{<<l'1)': ".": ;~:! t4'i,~, ~.~,

NOV 1 7 2008

D(:I\/! \lV.l

1\1 f\'iC.:

252-808-2808 :: 1.888-4RCOAST :: '!V'!VY\oI.nc::c::9c:t:;,i~"1!!m~!l~JI!~.!l:t,!I~!

revised: 12126106

Form DCM MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major Permit, Form OCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.

1. DOCKING FACILITY/MARINA CHARACTERISTICS
- _.,.~ ~^ ~ ~..- -" ...~

a. (i) Is the docking facility/marina:
DCommercial l2IPublic/Government OPrivate/Community

c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(Hi) Length 112 feet existinq, 92 feet proposed
(iv) Width 6 feet
(v) Floating DYes I8INo

e. (i) Are Platforms included? I8IYes ONo
If yes:
(ii) Number 2 existinQ, 1 proposed
(iii) Length 2 existinQ at 8 feet, 1 proposed at 10 feet
(iv) Width 2 existinq at 8 feet. 1 proposed at 20 feet
(v) Floating DYes I8INo
Note: Roofed areas are calculated from dripline dimensions.

g. (i) Number of slips proposed

None

(H) Number of slips existing

None

i. Check the proposed type of siting:
D Land cut and access channel
OOpen water; dredging for basin and/or channel
18I0pen water; no dredging required
OOther; please describe:

k. Typical boat length: < 30 feet

rn. (i) Will the facility have tie pilings?
DYes I8INo
(ii) If yes number of tie pilings?

o This section not applicable

b. (i) Will the facility be open to the general public?
I8IYes ONo

d. (i) Are Finger Piers included? DYes I8INo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating DYes ONo

f. (i) Are Boatlifts included? DYes I8INo
If yes:
(ii) Number
(iii) Length
(iv) Width

h. Check all the types of services to be provided.
o Full service, including travel lift and/or rail, repair or
maintenance service
D Dockage, fuel, and marine supplies
o Dockage ("wet slips") only, number of slips: _
D Dry storage; number of boats: _
181 Boat ramp(s); number of boat ramps: 1
o Other, please describe:

j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).

small motor boats

I. (i) Will the facility be open to the general public?
l2IYes DNo

RECEIVED
OeM WILMINGTON, NC
JAN ~ 0 2009

revised: 12/27/06

252-808-2808:: 1-888-4RCOAST :: ~~~!~cc9a~~_~~_~~g~r:n~-'!~!!1_~!

Form OCM MP-4 (Stn..lcturesj Page :2 of

2.JDOCKING FACILITY/MARINA .oPERA TIONS

a. Check each of the following sanitary facilities that will be included in the proposed project.

D Office Toilets

D Toilets for patrons; Number: _; Location:

D Showers
D Boatholding tank pumpout; Give type and location:

b. Describe treatment type and disposal location for all sanitary wastewater.

c. Describe the disposal of solid waste, fish offal and trash.

d. How will overboard discharge of sewage from boats be controlled?

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.

(ii) Give the location and number of "Pumpout Available" signs proposed.

f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.

g. Where will residue from vessel maintenance be disposed of?

h. Give the number of channel markers and "No Wake" signs proposed. _

Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.

j. What will be the marina policy on overnight and live-aboard dockage?

k. Describe design measures that promote boat basin flushing?

If this project is an expansion of an existing marina, what types of services are currently provided?

m. Is the rnarina/docking facility proposed within a primary or secondary nursery area?
DYes DNo

RECEIVED
OeM WILMINGTON, NC
JAN .~ 0 2009

252.808.2808 :: 1-8S8-4RCOAST :: Y.'!)Vw_,n!?C();,lst<:lJm.."'!l~.9...eJ!1~n!,_-'l~t.

revised: 12i27i06

form DCr'~ MP-4 (Structures! Page 3 of 4)

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
DYes DNo

o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV) , shell bottom
(S8), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
DCW DSAV DS8 _
OWL _ ONone

p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes DNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.

3.BQATfiOUSE (including covered lifts)

a. (i) Is the boathouse structure(s):
DCommercial DPubliclGovernment DPrivate/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.

4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2,

a. (i) Number
(ii) Length
(iii) Width

5. BREAKWA TER (e.g., wood, sheetpile, etc.)

b. Average distance from NHW, NWL, or wetlands

a. Length_

c. Maximum distance beyond NHW, NWL or wetlands

6. MOORING PILINGS and BUOYS

a. Is the structure(s):
DCommercial DpubliclGovernment DPrivate/Community

b. Number

c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.

d. Description of buoy (color, inscription, size, anchor, etc.)

e. Arc of the swing _

RECEIVED
OCM WILMINGTON, NC
JAN ~ 0 2009

252-803-2808:: 1-868-4RCOAST:: w~.nccoa~!;1dman~em~nt.net

revised: 12/27/06

For'm oeM MP.4 (Structures, Page 4 of 4)

a. Proximity of structure(s) to adjacent riparian property lines

> 45 feet

b. Proximity of structure(s) to adjacent docking facilities.
Approximately 960 feet.

Note: For buoy or mooring piling, use arc of swing including length
of vessel.

c. Width of water body
6.400 linear feet

d. Water depth at waterward end of structure at NLW or NWL
Boat ramp = 0 feet: Pier = 4.2 feet

e. (i) Will navigational aids be required as a result of the project?
DYes [gINo DNA

(ii) If yes. explain what type and how they will be implemented.

a. Give complete description:

RECEIVED
DeM WilMINGTON, NC
JAN ~ 0 2009

252-808-2808 :: 1.888-4RCOAST :: ""WYV,nc::c::()~$t~lm!'!..!l.~g_~mel!t,n~!

revised: 12/27/06

LEGEND
. -.r Area Included in ~
:,; Jurisdictional Delineation

SCALE: NOT TO SCALE
CHECKED BY: PAM
DRAWN BY: JNS
DATE: 4-1-08

Approximate location of 404 and
Coastal wetlands

~ z r~~1
Note: Sit~plan liawiqg,obtained
from Ne~t1anove.t CauJ1W website.
- .

-~[ SaME

..-..

JURISDICTIONAL DELlNEATlON<:)
RIVER ROAD PARK -!
WILMINGTON, NORTH CAROLlN~

S&ME PROJECT NUMBER: 106 98-364

./
.".....
n'1
\'J

FIGURE
NUMBER

r---'
c:'>
c;::J
co

1

j""il." C"" - " .
i.I\(' if'" . l'l.;'; ,1 " I W'~ ~
.1 ., ."" (, ~ ~,,1 <i"" ~ .J
.1'.1 ~~. ;..,,,~'

NOV 1 7 2008

,D(._: .,\:".e ..i!., !l.'~ l
- . '" ~'t iL'/jll'JGTON

-1:,;> f"'"
,. ~........

Note: Drawing obtained from Mapquest@

SCALE: NOT TO SCALE
CHECKED BY: PAM
DRAWN BY: JNS
DATE: 4-8-08

saME

SITE VICINITY MAP
RIVER ROAD PARK
WILMINGTON, NORTH CAROLINA

FIGURE
NUMBER

2

S&ME PROJECT NUMBER: 1068-08-364

'~W's~'')~_ :....1]\n~)~ . ~
'c--)';'~c~xJ~~"~ :L '_l&:

.~~. - .::.0...

.~ ~ ~J(a/lc',. I Y '';/<... -~:... . ::'.
~ >:k .4;,.~ it:':~ .'.~~. ~rr/ Myr
, ... \. ~~ .'/')' ~
'\ ~\: J.o Pr\..".~ .~ n.
"_ d!~r?), r ~"~:"
....., wf3U ;Jf~7/' ". ... ", ,. ;.;.. U,' . "'"
., """":I"t',
;' 1~ ,,/,: M,
.... ?~.~ '> ......... . 'jrJ _~.""-!
':;A ,n. "'c'", ~ '.i;'~'~' ./. ,~ .. -:_.G~
l' . ;';":-,~ ~ ~. ;:;'...1 J
--.. '... ". r.... i.,' ......-......;::-.
.., . "'. "

~..:, ....... jr~"i.,.,.
. ..~ <>,- '..1. ,,~+ ; ,,;, c
~~ - )j~ t~'~~--"";~"-
'I~ I ~ ~~ () ~.';"~~
'/l. ):;'}; i' l$ ~; ,,:;c.~:. ·
."'ft'rZ5 ~', ~ iP~'r~u?f'"~~

. ~ /> J'::.~ ~ 01 .f <.: T"ri,,';."~':,. ..~, .
-../ --...J;U "- - - r'> '.... ...... ..'
....., Ll'~~~D1 h: r, ...",
~;)-rO~-::~ ~/, ~:_
\~ ::~(j::" . '': 0:::"'"'.. " ,:,,) 'f.... . . '.'
>,1": :~...;: '. ; i J,
:\~,;,:' ......,.' OOi. ,"'" ''''r;,)
"", < ;~. '.. :,.:, !,:','< ~... V
Q

~."
<~
. If)t:

~:,: - ;.>
1
~ 'ro ".L:> )
:l 'C" rlll'~.L: ..... .. .. F
p r I, .' ". 1,,4 'f
'\ ~:,. _, ..... ,i;, r:"/~
.. '11\" ';~..:,.., --, ,(c ...,") . .. .
... ....\ ,..!"...,""'... '''f !J.'..c","~"
..'.:.... ---'/ .;,.,":
. , 'I~ '~~ "/,,~
",,""\'li;"'~"'''1Jt.\. 1':<.';:-.- ....... ".
. ..':. t:::?... . ...., . ""\ )'1)'"
':":"~~"":":}'."""" (. ..'; ..V.
,;'.:l':i 'G'/:(~'. ..... .': ,~ . rJ f1 .... i I. /)
'. '.J.,,' .' . C ~ \ CJ (.... \ '

Note: Drawing obtained from TopoZone.com

USGS TOPOGRAPHIC MAP (1 :10of~oe ~~@j '\/ E r:~~~~~
RIVER ROAD PARK
WILMINGTON, NORTH CAROLINA NOV 1 7 2008 3

S&ME PROJECT NUMBER: 1068-08-364

~".,... ,....~......,-.,...~-t,...:...'" '..-~'
'i~~:==> ..,:""~,,"(;..".::-;';:'
". .'~ .......' .~. '." . -.' '.':1:" ...'~
b,,-,:~. . f~:,>~~~;/.~"---:' ,.
." . . MIps.a.~IIit('.
. f~\i~jr':s:~

j::~

~~
'i ';? ~

S))
:J

',,""' C",'''''

. ~;=-':

l':'~.~.~:i:'Y("~~,,:
:_:iIfi.':&. :L,~:::""'~-:,~
:;.

~"
:. > ,. ;:~:

;: ;:~"

,,,:...,

.n~,

.,

';
"p-.F,,'

."
"

,;:~;:,~:"

...lif''''''':''~

8mpbeJJ
Is/and
Approximat
,. Subjec

..,-!!

-l.

--

-
ca
(b

"
~.,
U;":I"J
~~

.'
1 ~,.

--1~",

. "..~!

..:,,~./:< ",..-

SCALE: NOT TO SCALE

CHECKED BY: PAM ~SBcME
DRAWN BY: JNS ..'
DATE: 4-8-08

-.". .:

J..i ~.r"." 'i4lJ..h'IJj\i-"::':1l uN, )\lC

....!..:=>
'. '.'.:j'\." "".' ':tI.,
,.,... .,,',.. .~ "
, ".'. . "

(~"'.,. .0.........".... ,.~. .,.......,....!..- , Ire
:~~~ . .~::;"" --~ .,:,,\~,~:~.<,
~" ':"'n~ -'- ---
C" !"!.~
. ';'",'!', t
i",: ,:' ";" ~. '., . . '.
" ,. t \. '
," '.' ,
~. I. .
I . ..J ....U-
;C.,.,,*a:.....:

.:N

SCALE: NOT TO SCALE
CHECKED BY: PAM
DRAWN BY: JNS
DATE: 4-8-08

saME

Note: Drawing obtaineq,from !opoZone.com
~~~~ ~~AODG:::~IC MAP (1 :50,000~:S~J1e) t !~ V !;~~%UB~~
WILMINGTON, NORTH CAROLINA NOV 1 7 20 ' 4
S&ME PROJECT NUMBER: 1 0~1t.~'9~.,.3.64: ~'" \! ...".... .

. . ;.....

SCALE: NOT TO SCALE
CHECKED BY: PAM
DRAWN BY: JNS
DATE: 4-8-08

saME

USDA SOIL SURVEY
RIVER ROAD PARK NOV 1 7 2008
WILMINGTON, NORTH CAROLINA .

FIGURE
NUMBER

5

;<>"\i P"". .~

S&ME PROJECT NUMBER: 1'06 ~d81364'di~TCN. J ('

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project I Site: River Road Park Date: 4/7/08
Applicant I Owner: New Hanover County County: New Hanover
Investigator: S&ME - Paul Masten State: NC
Do normal circumstances exist on the site? Yes /~o Community 10: 1./-( I- /
Is the site significantly disturbed (Atypical situation)? Yes- No~ Transect 10:
Is the areaa potenti,,1 problem area? Yes~ No ~. Plot 10:
(explain on reverse if needed)

VEGETATION

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ....S{uJ,:".... ",lkr'1./l~ t... r.t OBL 9.
2. "Jo~"...'s (Or!."-.t!r..-"_,,j. 7::T V~L 10.
3. f~rlo. y..... !<-.i (,' -->tr-1. S 5/..r,t ':::/1- 11.
4. ]:J.~ ~jcLt.:; ~'OC"'+-~ L,J. 12.
5. I 13.
6. - 14.
7. - 15.
8. 16.
Percent of Dominant Species that are OSL, FACW, or FAC excluding FAC-). (OY'"> /0
Remarks:
tJtfl Ci."J V'&() efc.-f,c.... ;s ch.'k:---a" f

HYDROLOGY

_ Recorded Data (Describe In Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
Other

Wetland Hydrology Indicators

Depth to Free Water in Pit:

o
.#5~ (in.)
J .A:J (in.)
o (in.)

Primfln jpdicators:
~nundated
~turated in Upper 12"
Water Marks
Drift Lines
_ Sediment Deposits
~rainage Patterns in Wetlands

No Recorded Data Available

Field Observations:

Depth of Surface Water:

Depth to Saturated Soil:

Secondary Indicators:
_ Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
--'-- Local Soil Survey Data
FAC-Neutral Test
_ Other (Explain in Remarks)

Remarks:

LJc+ !fi'- ~ h) Jp /"jJ . ~ 'P Y'"-$-<A 1-

FeE!!

MJ V J 72008

SOilS

~"'; ...."'-
;j~..

,;J\J

r\~ NC

Map Unit Name ~<11 ~{~, p~,.I.,
(Series and Phase): Drainage Class: vry'1
oj I v
Taxonomy (Subgroup): Confirm Mapped Type? Yes_ No ~
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
{inches} Horizon {Munsell Moist} (Munsell Moist) AbundancelContrast Structure, etc.
;)-/(3 A /oyt{ 1-/ I lo'r'((b/, 7..pl" 11 wj ~ f /0-<. ~~...cl-
V
. -
Hydric Soil Indicators:
- Histosol - Concretions
.......-!1istic Epipedon ~igh Organic Content in Surface Layer in Sandy Soils
_ ~fidic Odor _Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _Listed On Local Hydric Soils List
~UCing Conditions _Listed on National Hydric Soils List
_ leyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
H)Jr:c. .>r~~ /s ar<- fr~j~vJ-

WETLAND DETERMINATION

Is the Sampling Point /'
Within a Wetland? Yes~ No_

Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?

Yes ::::-/NO_
Yes No
Yes ..-' No =

Remarks:

NOV I (

ilMi

"NC

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project I Site: River Road Park Date: 4/7/08
Applicant I Owner: New Hanover County County: New Hanover
Investigator: S&ME - Paul Masten State: NC
Do normal circumstances exist on the site? Yes ~~ ~ Community 10: v f' I
Is the site significantly disturbed (Atypical situation)? Yes_ No ~ ." Transect 10:
Is the area a potential problem area? Yes_ No_ Plot 10:
(explain on reverse if needed)

VEGETATION

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Q.t,c_5 1/"1""':.'''''-''-''' fy"<A 9.
2.~"'''S *,~J;' ~ F.+-c 10.
3. ~...,'..i I~r: {l,,\.'.... r'-<.... 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). ]]1/",
Remarks:
[J('.d(;.,~ V~j ( }--:1-.-<>""- . oS h- + <.~ Q .ft"^-. ~ w""c. ""' +-

HYDROLOGY

_ Recorded Data (Describe In Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
Other

Wetland Hydrology Indicators

No Recorded Data Available

Primary Indicators:
_ Inundated
_Saturated in Upper 12"
_ Water Marks
_ Drift Lines
_ Sediment Deposits
_ Drainage Patterns in Wetlands

Field Observations:

Depth of Surface Water: >/8 (in.)
Depth to Free Water in Pit: >/'0 (in.)
Depth to Saturated Soil: > /'8 (in.)

Secondary Indicators:
_ Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remarks)

Remarks:

II'l+(""J. LJJr-I~"I')' .s t .1-
VV rj · ft-" t{'C~"" I

Cl"'!, 1"" f""'> ;.F' ; '), "
'kt,.:T ,..';'; '. '}i.]: A " j r~
~ "~ ~z.~, '~ ~r~ $ ~~f ,_ - :b
.:>L-r:t.~

NOV 1 7 2008

SOILS

fJC

';{V; U,-/:/,d r.:::.. r' ,. "
"...,......, V,'",

NC

Map Unit Name . d l.'rl'1.'C tJ~ (I dY'f..~.~ c:L
(Series and Phase): K.../! l ~ V/I (' o&i fc'd Drainage Class:
.
Taxonomy (Subgroup): S~ J .\:_ Q ""1<,4 -z.. .' ?~; "'...-.,........z -1:s Confirm Mapped Type? Yes_ No l--""'"
/ , -
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
0'--/ A lort: tj /, l....... 5p.....l
'1- I CO -- 10 'rt{ '7 /1 I~ 5~""J-
~
Hydric Soil Indicators:
- Histosol - Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor _Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _Listed On Local Hydric Soils List
_ Reducing Conditions _Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
~ J,-,'c ..5',,-./5 ;...1 (/~5(;.... t - kch. of " 'J 6- C ('oaIJ

WETLAND DETERMINATION

Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes

No i.,../'
~.
No .
No J

Is the Sampling Point
Within a Wetland? Yes_ No-L.::::'"

Remarks:

"''''\ 'j
,'Jl i l . 7 '),nn;,
4-V J ~ .t;..{JI..Jit)

f'''(
U"';l\1 Wli.I'.liNGrOA.i I Jr>
j~, ..~J,-

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers

This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.

SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):

B. DISTRICT OFFICE, FILE NAME, AND NUMBER:

C. PROJECT LOCATION AND BACKGROUND INFORMATION: River Road Park
State:NC County/parishiborough: New Hanover City: Wilmington
Center coordinates of site (lat/long in degree decimal format): Lat. 34.1 14 0 hi, Long. 77.926 0 }Y.
- - Universal Transverse Mercator:
Name of nearest waterbody: Cape Fear River

Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Cape Fear River
Name of watershed or Hydrologic Unit Code (HUC): 03030005
181 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
EJ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.

D. REVIEW PERFORMED FOR SITE EV ALUA TION (CHECK ALL THAT APPLY):
.~. O.ffice (Desk~ De~ermination. Date:
mI Field DetermmatlOn. Date(s):

SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.

There "navigable waters afthe u.s." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review
area. [Required]
181 Waters subject to the ebb and flow of the tide.
181 Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain: Cape Fear River is used for commercial transport.

B. CWA SECTION 404 DETERMINATION OF JURISDICTION.

There "waters afthe u.s." within Clean Water Act (CW A) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]

1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 1
~ TNWs, including territorial seas
181 Wetlands adjacent to TNWs
f12I Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
f12I Non-RPWs that flow directly or indirectly into TNWs
f!I Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
f!I Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
f12I Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
f12I Impoundments of jurisdictional waters
f!I Isolated (interstate or intrastate) waters, including isolated wetlands

b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 117,000 linear feet: 5,000 width (ft) and/or
Wetlands: 10,000 + acres.

l:) kC""" t!F' n ! ~'" n. .
..f" 1..,.. , . ,'j ~d ~'fl '.
'-=.;. - :t -it ~IJ ~~,

acres.

NOV 1 7 2008

c. Limits (boundaries) of jurisdiction based on: ~,~~7:).iiJ!i~!j!~'~;M~ftqij
Elevation of established OHWM (if known):

DC!\;IWIU,,~jNGrf,)N, NC

2. Non-regulated waters/wetlands (check if applicable):3
f!I Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:

1 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
J Supporting documentation is presented in Section III.F.

SECTION III: CW A ANALYSIS

A. TNWs AND WETLANDS ADJACENT TO TNWs

The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.l. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.l.; otherwise, see Section III.B below.

1. TNW
IdentifY 1NW: Cape Fear River.

Summarize rationale supporting determination: Subject to ebb and flow, and used for commercial purposes.

2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":

B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):

This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.

The agencies will assert jurisdiction over non-navigable tributaries ofTNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.

A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EP A regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.

Ifthe waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine ifthe
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section 11I.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.

1. Characteristics of non-TNWs that flow directly or indirectly into TNW

(i) General Area Conditions:
Watershed size:
Drainage area:
Average annual rainfall:
Average annual snowfall:

inches
inches

(ii) Physical Characteristics:
(a) Relationship with 1NW:
o Tributary flows directly into 1NW.
o Tributary flows through ~!~1):4!~i tributaries before entering 1NW.

'~
;J

Project waters are river miles from 1NW.
Project waters are river miles from RPW.
Project waters are aerial (straight) miles from 1NW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:

NOVl 7 2008

'i'lJ'.! .~ , " . ..
I,~ L.l",ljj"J{'''Tr\\}
"~' J '--i ,i14

i\iC

IdentifY flow route to 1NW5:
Tributary stream order, ifknown:

4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
5 Flow route can be described by identifYing, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that aooly):
Tributary is: 0 Natural
o Artificial (man-made). Explain:
o Manipulated (man-altered). Explain:

Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes:f.i~~:t!~l.

Primary tributary substrate composition (check all that apply):
o Silts 0 Sands
o Cobbles 0 Gravel
o Bedrock 0 Vegetation. Type/% cover:
o Other. Explain:

o Concrete
o Muck

Tributary condition/stability [e.g., highly eroding, sloughing banks].
Presence of run/riffle/P??,~~?~plexes. Explain:
Tributary geometry: IU~~Jj:!~.J
Tributary gradient (approximate average slope): %

Explain:

(c) Flow:
Tributary provides for: i!~i_~~i
Estimate average number of flow events in review area/year: fls~~at
Describe flow regime:
Other information on duration and volume:

Surface flow is:

Characteristics:

Subsurface flow: Explain findings:
o Dye (or other) test performed:

Tributary has (check all that apply):
o Bed and banks
o OHWM6 (check all indicators that apply):
o clear, natural line impressed on the bank 0 the presence of litter and debris
o changes in the character of soil 0 destruction of terrestrial vegetation
o shelving 0 the presence of wrack line
o vegetation matted down, bent, or absent 0 sediment sorting
o leaf litter disturbed or washed away 0 scour
o sediment deposition 0 multiple observed or predicted flow events
o water staining 0 abrupt change in plant community
o other (list):

o Discontinuous OHWM.7 Explain:

If factors other than the OHWM were used to determine lateral extent of CW A jurisdiction (check all that apply):
.0 High Tide Line indicated by: m Mean High Water Mark indicated by:
o oil or scum line along shore objects 0 survey to available datum;
o fine shell or debris deposits (foreshore) 0 physical markings;
o physical markings/characteristics 0 vegetation lines/changes in vegetation types.
o tidal gauges
o other (list):

(iii) Chemical. Cha.racteristics: . .. . ;p ~,. {": ij:: ~ \ l ;~: ~'~\' . .
Charactenze tnbutary (e.g., water color IS clear, discolored, OIly film; water qualtty;generahvalershed charactenstlcs, etc.).
Explain:
Identify specific pollutants, ifIcnown:

A'/lV. 1"
,kJ ~ (

1CO~~
-'.vVI.'

.{) (,

J L :v~ ~ {~-1 G r () ~\~ r\J (::

6 A nalural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
o Riparian corridor. Characteristics (type, average width):
o Wetland fringe. Characteristics:
o Habitat for:
o Federally Listed species. Explain findings:
o Fish/spawn areas. Explain findings:
o Other environmentally-sensitive species. Explain findings:
o Aquatic/wildlife diversity. Explain findings:

2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW

(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:

(b) General ~.!~~~;!ationship with Non-TNW:
Flow is: !tiG~)~i~!. Explain:

Surface flow is:
Characteristics:

Subsurface flow: Explain findings:
o Dye (or other) test performed:

(c) Wetland Adiacency Determination with Non-TNW:
o Directly abutting
o Not directly abutting
o Discrete wetland hydrologic connection. Explain:
o Ecological connection. Explain:
o Separated by berm/barrier. Explain:

(d)

oTNW
river miles from TNW.
aerial (straight) miles from TNW.

floodplain.

(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, ifknown:

(Hi) Biological Characteristics. Wetland supports (check all that apply):
o Riparian buffer. Characteristics (type, average width):
o Vegetation type/percent cover. Explain:
o Habitat for:
o Federally Listed species. Explain findings:
o Fish/spawn areas. Explain findings:
o Other environmentally-sensitive species. Explain findings:
o Aquatic/wildlife diversity. Explain findings:

3. Characteristics of all wetlands adjacent to the tributary (if al~~~
All wetland(s) being considered in the cumulative analysis: ~Q':(9~']t:9-t~)
Approximately ( ) acres in total are being considered in the cumulative analysis.

1"'\
f~~(

'1~....,li..')"~J ' 211 ~o
~1, I i u~J(~

L J.n

j\jC

For each wetland, specify the following:

Directly abuts? (Y iN)

Size (in acres)

Directly abuts? (Y iN)

Size (in acres)

Summarize overall biological, chemical and physical functions being performed:

C. SIGNIFICANT NEXUS DETERMINATION

A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists ifthe tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.

Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
. Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
. Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and Iifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
. Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream food webs?
. Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?

Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:

1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section m.D:

2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:

3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section m.D:

D. DETERMINA TlONS OF JURISDICTIONAL FINDINGS. THE SUBJECT W A TERS/WETLANDS ARE (CHECK ALL
THA T APPLY):

1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
181 TNWs: 117,000 linear feet 5,000 width (ft), Or, acres.
.t8:I Wetlands adjacent to TNWs: 10,000 + acres.

2. RPWs that flow directly or indirectly into TNWs.
f2I Tributaries ofTNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
f2I Tributaries ofTNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section m.B. Provide rationale indicating that tributary flows
seasonally:

.'.:"

NOV 1 7 20G8

'-..

'1\ ~ .. ! ....,."

;\.} (~.

Provide estimates for jurisdictional waters in the review area (check all that apply):
[I] Tributary waters: linear feet width (ft).
L3J Other non-wetland waters: acres.
IdentifY type(s) of waters:

3. Non-RPWs8 that flow directly or indirectly into TNWs.
IJjJ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section lIte.

Provide estimates for jurisdictional waters within the review area (check all that apply):
IJjJ Tributary waters: linear feet width (ft).
[I] Other non-wetland waters: acres.
IdentifY type(s) of waters:

4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
IJjJ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
[I] Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:

1m Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IItB and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:

Provide acreage estimates for jurisdictional wetlands in the review area: acres.

5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
IJjJ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.

Provide acreage estimates for jurisdictional wetlands in the review area: acres.

6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.

Provide estimates for jurisdictional wetlands in the review area: acres.

7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
[I] Demonstrate that impoundment was created from "waters of the U.S.," or
[I] Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
IJjJ Demonstrate that water is isolated with a nexus to commerce (see E below).

E. ISOLATED [INTERSTATE OR INTRA-STA TEl WATERS, INCLUDING ISOLA TED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLy):10
f!I which are or could be used by interstate or foreign travelers for recreational or other purposes.
II from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
II which are or could be used for industrial purposes by industries in interstate commerce. t""<' ,:i
II Interstate isolated waters. Explain: '~"'-
II Other factors. Explain:

Identify water body and summarize rationale supporting determination:

NOV

? ?1).(l,.P..
'i...1,.'~" .....

DCJ\'1 ''''L ^ "i' ,
A;' ",;nJGJON
,

NC

8See Footnote # 3.
9 To complete the analysis refer to the key in Section I1I.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CW A jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EP A HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Ad Jurisdiction Following Rapanos.

Provide estimates for jurisdictional waters in the review area (check all that apply):
11m Tributary waters: linear feet width (ft).
11m Other non-wetland waters: acres.
Identify type(s) of waters:
fE Wetlands: acres.

F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THA T APPLY):
fE If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
18 Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
D Prior to the Ian 2001 Supreme Court decision in "SW ANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
fE Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
II Other: (explain, ifnot covered above):

Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
fE Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
I!I Lakes/ponds: acres.
il Other non-wetland waters: acres. List type of aquatic resource:
11m Wetlands: acres.

Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
II Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
11m Lakes/ponds: acres.
I!I Other non-wetland waters: acres. List type of aquatic resource:
il Wetlands: acres.

SECTION IV: DATA SOURCES.

A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
~ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultantS&ME - Paul Masten.
~ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
D Office concurs with data sheets/delineation report.
D Office does not concur with data sheets/delineation report.
II Data sheets prepared by the Corps:
fE Corps navigable waters' study:
il u.s. Geological Survey Hydrologic Atlas:
D USGS NHD data.
D USGS 8 and 12 digit HUC maps.
~ U.S. Geological Survey map(s). Cite scale & quad name:Wilmington (1 :50,000 and 1: 100,000 scales).
~ USDA Natural Resources Conservation Service Soil Survey. Citation:New Hanover County.
il National wetlands inventory map(s). Cite name:
EEl State/Local wetland inventory map(s):
II FEMA/FIRM maps:
il I OO-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
I8l Photographs: t8] Aerial (Name & Date):NHC GIS 2002.
or D Other (Name & Date):
EIl Previous determination(s). File no. and date of response letter:
[] Applicable/supporting case law:
fE Applicable/supporting scientific literature:
EEl Other information (please specify):

.1~!U~ \i '1 7 jnM
· y ; ....v\JD

B. ADDITIONAL COMMENTS TO SUPPORT JD:

!"rl\A V.1ii ~J1i,\,It"~r(""
.-. ''''!\;;;IIJ ,,.IN, NC

R'F
~,' "..,

08-0076

NOV 'I 7 2008

,
~
~
~)&

\\"\\I\1\1"'II,~
,\\.\\ +: "'0 III" I ~
"...~~ ........_I.fb-~/,.".
! '..... z t..!} .....'1:1-0 %
iirY: U)o~ t:: '.~ ~
-0:' <(I--a:: CD '.::.")-
~~{. ~~~8~ }~ ~
\~""l--tO~ Z .....$'/
~,/,~o4,""~'" .~.\~,~...,$
"'(I"Jt/II'I~~~\\\\\\'

~~ ~ 5 0
~~ b~ ~ ~ ~ 6~ >- o~~
~~ z."'~ ~ ~ ~ zw w
d5....J... > oCt ~~:i
8~ ~o e ~~ i ~oc~~ ~~w
~~ Uo ~ ~~~ d5 ~~o~ ~~~
m~ ~~ ~~... ~ ~WI OOZ~
~~ ~~~d ~:~ ~ ~~~: ;~~
ctt- o...w~ IWciO ~~...~ wet
~~ ~~~~ ~~~~~ ~~~~ ~~~
d .o~ ...~o~ 8o~~~ .~ozw~~ ~"
o~~o ~<tg~ ~w~oc~~~u~~~...J~w~
~2~8 ~~~~ ~~~~~~~~~~~~~~~
O'I-W OOO:I: O::WW(l)Cl::U)~~wzv<t~<t>
o~<~ :Crt-I- WI~ZOI(I)WZ5o~I9~
~~~~ ~~~~ ~~~gffi~~~~~~~~~...
9~gw <tz~1- ~<te~aoo~W~I~ZO~
g~8~~~8~~ w~~~~~~~~OC~I-~~~
~~o~b~~m~ :~~~~~~w~~o~~~q
~~~~2:~8~ n~~~~~~~8~~~~~~
':...JU)~~ww I-~OCUI-C~UW ~O~~I~
~~~~0~~~~~~~~u)~~~~~1-~~~~~
~ oc~~~~~~~oooc~~a~a~a~o~ocm~
<~~uz~~~oc~ww~w~w~~~~~~~~~ ,
~w~~wco~~~~~~~g~~~~~ffi~<~=~
"X~~ocz~g~~~~~w~ ~~m~<c~wo,~
~~~~~~~ffi~~~<~~~~~~~~~~~~~~~
~=N~ ~ G ~ ~ m ~9 -

'"
~
0>
~
o
Z
:\
-'
'"
Z
o
~
~
"'
U

;~

~o
OZ
~~
J:z
~w
w~
-'-'

00
~/
~.
<,'
<:)' /
~o~ /
0~ /
~
'<'

oeM WIL!VIINGTON, l\JC

0
i':' u
'" ~ C.!l 0
0 '"
a: z '"'
LL >- '"'
...... I
>- <C f- ~ ~'"
II> Z 0 ... 0'"'
0 Q, ~ Z ... ~'"'
E: I>- :::> trJOE
(flI- P:: Z
.",; Z zZ<r 0 ...... t:..-.4 0
~.... ;;:::Oz 0 U C.!l ::>e~
C 00- .... Z (fl C
zo 0 I-U6 -......:'
::3:>- <C 1-0::0:: 0:: ... ~~ ]
- zw<r c:l W
i:;Lli:;Ll I- o ,
0 ~~~ W > Z 0:'" "
c:l;> p:; 0 co 0
c:lP:; a: a: ..J~1- .",; 0 E-< z'" E
0.. Z o ~
z~ 0 <II~ i:;Ll <l: E-< ~u .....
j ~3:Z P:; :::> ...z .
I =x:: "" .
Q, a: oW 0.. 1Il:i .
Eo-< WZ
i:;Ll UJ I.L 3= ~ ",0
a:: ~""
<C W ",<.!l
> Z en z
51
..: ,..,
a: )1 ~
0
0 =x::
Z E-<

.,.

n

~zw

o
o
f5 ~~
~>-g~
Z~u1~
<t=>o~
IOOlll
==Uo~
W ~ai
z .....ci
o
'"

VJr!lCOVl
..JII-l
U..J..JU

o
<D

o
'"

I-
W
W
0.
o
'"

>- >-
<D<D
)- 0 0 "
COW~6:
z3:0oc
~ ~ cr: . LL
<1 > CL >- 0
Q:"Wo...o
00::<100

'"

:I:
U
~

I-
<D (IJ W
00 W
"" I
~ ~ (f)
"
I'-
o

o

w
-'
<(
u
<n

o~
"'",
" I'-
~ ,
-'"
N
'"
o
N

o
'"

Ww
1-1-
<(<(
00
01-
-'<(
""'-'
0.'"

w
-'w
~:=!
<no.

N
"

,Lt'Ltrl
3 ~trtr,IZ.SS N
l-_ 0
6~~g~1()
U_<(~tD~
cnl--1oci '
W U 0... o~l.!)
a:: W I.~
o...U)~r;~Lli
~NQ~~:
~6j~~~
~.JW~O

\o'?l~ ...-
.. \Irt' 0':: !, \.;;f.)
~ __5::: -- ~i~~r'l901
("11) ,9r"OLOI 3 ~"".IZ.SS N

zzw:5.
o2~9~~:2
U)I-..J~L,;I'1~
~~o...?~~li:
S;U)::b~lO~
u~Q~~~tri
~6j~~~~
...JW~O

,09"ltr
3 ~6Z.90.SS N
ctS...J-WO(\j
.J-1Zugl'1lO
-1;;a2<(.!..~~
ct l-.J 0 . .
~ci~~~~~
O<!U)I-OmLO
Z~"':2~~:
~~6j~~~
~<t-lw~a

,
I
/ "
" I
I~~o /

II 0-$ /
/ 1v~Q,' / ?<
I <t l-
I / ~

/,~:4~~ /~ 85~
'" ~o ~ o.
/ 'vf?~ L~g
/~v, :-:i \ (I /
/ ,,,:-' / ~ 5 \ I \
/ dlj;;wg,:'W \ I )/:/
:J~2~~S \ ~;wg.., ~tit:
~ .t;~ga \ 32~9~ ~~:3
ci~~""~~ ~t;ig~ 6~",~
z...J..:~9::: ~~t:~~.., ~
):~~3~: ~No9~ olfiQ
~<(..JWa::Q >-I-:Jiiai 5:;:1
~3Lrl~Q ...JW

ffi ~ U.c
~ 3: ~~
@a:~ ~~~
~~~ ~Gi
,~~ ~~~
~~';u;~~~~
~m;~oc .Wttl
~~~ciV~~ci
tt~~~<02~~
5~'~~:.,.;B~
::o':;:i5Gg;
I-zz Ou
3~:~~~~~
G1~o.:~~~~~
U.Ooo:1:~Ccl:1:
~a;~~~tf~~
:53~ci~:3~ci
u;Q.~~a:a:Q.~a:
~~~zt~~~t
~>~*~~3~~
OCWclWO<t...J::>O
~~oaUB:E.wcnu
"'-
"'-

!~i~~~~~2~~~;;~~~~;~~~~~2~~~~~;~~~

W
.J
lD
q0~N~~m~Ob~NroO~O~~~NaO~~~N~~~N~n~a~
I-ZnvnONOOVVlllNv~n~O_ONOO_V~VVVOV.VN~
~~N~~b~~~N~b~b.~m~~OO~~~Nb~~~N~~~N
~~fi~~~~5~~~~~f~~~~fB~~~~i~~~~~~~~~
-- z~~zzzzzzzzzzz~zzz~~zzz~~~~~~zzz~

~~~~wwwwwwwwww~~~~~w~~~ww~w~~ww~~

~J~~~~~~~~3~~~;~~S~~~~~g~~~~~~~5~~

OJ

~
o
0__ t1
~8 0 )-
01- l.L <t
~~ ~ ~ 6 !
~~~g g~~9
z~G~~~~~~
~~~~~~i~~

I-
"
:Jz
o
~i=
"'<(
;:,'"
_Z
~:J
",'"
",0
"'0.
<l0

'"
o
Z
<l
-'
I-
'"
'"
..
o
.,.

+1 +1
U U
<[ <[
<J:) <J:)
y v
ci ci

~ 0 q rei 13m ;.-: J ~ D I
_ 0, ";t ......
~ ci ~ Il. a:t: t:. a: ~ I

(f)
o
z <[
<[ W
-l 0:::
I- <[
W
~ <l.
v I-
o 0
V I-

>-
1-0
Zo
::>01'-
0,10
UI'-N
0-
c:::Oci
wtrio.
E;gi
Z'IO
o-
ct 0 .
:cccct!
"'0
;;:0
w'"
z

",,(I)
00::
....t:j
z~
o(!)
~~
u....
i;:o
i=1Il
""a..
Wo::
UQ
IIlU
0>-
z::;:
<r""
~<r

~~

>- '"
~z ~~~.m ~
.....20..... Wcn)-cnN
~B~~E~2~~2~
~U)zo~~~t5>-~~
:~~~~ig~~~~
<(zo(i)w::>wa.lI.,:::!..J
~~~f5~e~~8~~
~51-~;i:;~~~~~
~~~~zw~~wt5:3
lL~!:::~2~~~of='"
o""~"'l-ld;:J ~<~
>-1LI1->-5:?01l.~...~
~~~~~~~~~~~
~~~~~~~~2~~
J:)-~:Eu.~ou.o:o(,!)
~~;~~~~~~~~
<(~ZW<llLl~O<(~U.
~gLjc~~~~~w~
~md~<~""'~lI.~:E
g~w<ffi=d;~~oo
:;:~~~~~~~~~~ '
~~~:~~~~~~~;t
~o:~w~wG!!!:J~~~
~~~~~~~~~~~~

o
o
f5 ~~~
~ >- g ci ci
z~ I Q.Q.
<{~~lO.n
:CO?~1'1
;t: u 0 N cD
~ ~ ~ ~
o
tl:

-'
<l N
U
G: ::,
0. Q
0 z
>- 0
'" ;::
0 U
I- <(
<l
5WlLl~
l.!)...JI-<(
W~c1<n
a::.....c;:J

('1J.) ,9E'OLOI

~v O~'~O'C - 9001 '91 hv - "P~O"'!-tl;O~\L";.tgOl'OOOOl\S!lNI"''''tIO''O

N
::,

>-
"",
ZOn.
j:tD:f
~04
xz'"
w;:j

-,
,
I
I
,
\
\
\
\
.>
"

,sr'Z901

/
/
/
/
/
/
/

--->- ------j

I-
zo /
g9~ /
uo"
o::oc,; /
~ ~ ~ ~ ,i!
~%; ! ~ ~
"Om ~
~~o \Ol~~'__----I~~- f5

~ z _ _ _ _ _ - ....::...'-....... _' ~
5 ~\~:-'H _ - (fIE LINE) :;
~
I ~
f -
/
/
/
I
)
/
/
I

,Er"",..

\
\
\
\
\
\
\
\

("11) ,09'161

/

"''''
'" "'0
~~~~
~~~c,;
. ,~CL_
ClHD9~
Z cI 0 N
~g~~
1--,0
" <<
zdl

/

/
/' >-
Zw I I-
Z
OU '- ::>
~~:3 ...... 0
~~~ ~ U
'"
J w
~~d; >
/ 0
Jfl~:J / z
0-' <(
-,w / J:
~
W
Z

.tfl- __
'~- ~ ~-::.-- :,!!'/S__ AI
~.. .. .. .. ~ ('7'"--_~rr,rO""'9 S
.. ;Nll 3/1) --;- --"._ .::; _-::-
" ,
.. +1 t
.." ti
'ct ,
lD
.. ~+
c:i

/
/
/
/
/
{

w "w
~~~~
~z~~
OZD::O:::
a:;<[WW
a...wl-Q..
a..::t:<(O
<t ~g:

w z
~l.LQ
,"0>-
~i~
a..:J-'
n. w
'" 0

,..~ ..>, '
..... .6,0"
, '-.... '$<. ". ,
""f '",~ ~
o ~"'" )---
~g~ ...
~o0Q7
xz'"
W"
'"

o
Z
<l
;:!w
WZ
~:J
..
o
..

/ '"
~:1:~~
<(~Z-l
~~~S
~~~~
~~:~
<( '"

3 ~trv,Ic::.gS N

/
/
/
/
/
I
I
I
I

W
: -'
ct<l
: U
'"
1-0
~I-
Zl-
-0
"'-

a.~
cto
::;:~
>- .
w.
~c

,;;
l<
I<J
Q.
(J

o
o
o
i<!
I

-1:'
<f)
(C
~
[J
~
ii?
(C
o
IJ..
iJ.J
Q..
"l'
(J

I

'"
(}j

[]
o
l

-f
:I:
o
~ ~
~ >
t1i
lf1 (/)
~~
~ p SP
.~
~ H .,..
~ Z ....
~ 0 C ~
t1i~ -I ~
toO m
~ Z -f ~
"@Z 0 >
~ 0 Z ~
.~ tI1
>~fTltJ
~~ Z to
~ (") ^ ~
> > VI
~?O -
~ 0 Z
· r JTI
~ZJ1l
lf1 > ::u
~ -
~ Z
Q G)
>

o
o

.

..

~

i

'"
6~ :i!
Zr< 0
':'3::"'3::
~z;;:>-
... ~ C en Vl
~..'3 6 >' l"
~:;; z.... 2
g-~ Z 5 ~
g~~;o
'? O"'"i 0 Z
g~~E;~
g~~vcno
g,;.:., 0 S ~
3 \0 r-" ......j tr1
oz"'I":'
'7;;~oz
lUl-..l-a
t;-.l~ ()
Wo 0
~V\ .

~
o
to
it
N
o
Vl
N
VJ

.

o
o
o
....J

c-";
'"","
C'
-t"
. ;:,

~t~
~ CJ ~'1'1
fTl,-"",
~ n ~,~
~......... ~t'\!1
z
(,I)
--( ~.::-
('\ ~!:
c::.~t.y~~
.....1'
<-.

.............. f,-',..'~:u.o<

;t

" ..
1> t
-J 0
"' a>

'"
~
c
'"
::;
-J
J>
r
-J
o
c
en
J>
n
I"l

NZ
WQ
O~
C1~
~O~
~<~
I--l 0 g(D 0 ~
~ <
~a (D ~
\OI--lOS ~ m
~~(Dn~
8~ao>
~g nS ~
~-... (D ~
ooZ~~
I ~~~
~M~ ~ u
NO u~ ~
O~~ V1 0
~-... u~
O(/l(D"
w~~
I--lo~
(t:4-
~a
N(D
O~
~

~
<:
H
[/).0
0n
~d U
tyjto ~
n tI1 'I'
tI1~ ~
~~ ~
to" llJ
tyjN
~o
o
0000
"

N
o
o
00

!"".~' ',:.;JII
~ "
....r_..f1f

en
ijJ
2:::
::J
....,
~

~
'"
"'
<
en
"'
"
en en
:I: :I:
I"l "' ::>::i
"' "'
-J -J t'I1
en .. <:
;0 0
"' '" ......
< .. en
~ I"l ......
;0 0
" Z
"- :;;
;0
"' 1> ::r:
< co
u; "' ......
6 co en
z 0 ....,
" 0
"
"' ::>::i
z -<
-J
en
;0 N
"'
< "-
a>
" "-
J> 0
-J a>
"'
OJ ~
-< "'

en
n
::r:
t'I1
t:1
c::
r<
t'I1

z
(D
~
~
~
~
o
-< ~
(D r
~ ~ ~
lf1
?O (1 ~
o 0 ~
~ ~
o..~
rl-
~
~
~
~
~
r:n

?O

~.
-<
(D

en
X
:Jl ~ ;J( :J: '2 ::l ;s ~ m
z
p
'" '" en '" '" en Z (')
0 fiI ;;J 0 fiI ::; tJ ~
:>- '" :>- '" '" en
.... tJ '" .... en '" !:l '"
~ ~ l"" ~ '" ~ n
'Z B s:: en ::r:
~ '" 0 ~ @ t'I1
tJ '" en Z ~
~ 0 '" t:1
~ CJ ?
~ l""
'" 0
en Z t'I1
0
tl "Tl
; t:1
~
~ ~
0
en

<
~ n RIVER ROAD
II: ~
tv,,"
g-<
~~ o{o
"-"~ 8"'C'~1iO

.
"'\~OnlOO(l':'hl'O'" ".';'h\lOn~-r '0"., HI' ). 100" 1,53,"

~
~
m
?O
Ro
t:C
o
>
~
~
~
~
~
m

~
~

....~~

NEW HANOVER COUNTY PARKS - RIVER ROAD

8 .:10 2 133HS

d'1W X30NI

'ld30 S>lCJ\1d A1NnOJ CJ3^ON\1H M3N :lN31lJ
CJ3^ON\1H M3N :A1NnOJ
dlf\J\1CJ 1\108 B >lJOO :A11^11J\1 03S0dOCJd

0\10CJ CJ3^ICJ
S>lCJ\1d A1NnOJ CJ3^ON\1H M3N
S9NIM\1CJO 11lf\JCl3d dlf\J'itCl 1\108 B C131d

-::::::;,[$ ~

- -

()

o
w .
:;2'0
o::U
0(.9
lLZ
50::
o.~
f-Z
0-
z~
(fJW
<!z
0;:0
>--f-
wf-
>::::>
0:: I
::>ct5
(fJ
(fJ
>--<!
0:::;2'
<!o
OI
cii~f-
Wo>--
f-mm
o
z....:

] ~
e~~
a h :a
ii U
~ ~

..
i5.0\
, .", Ci,
~.:J'I
~ \,) ~
~~'9
m~~
"'. -'-
u

U'H"i . '002" ..~ hn04 L.n~Ol\''''''''11''0\hO\lO(lo''no1\'"

0::
o
W
z
CL
0::
<!
<.:J
::::>
(fJ

....

(0011 ~S)
0'i10Cl Cl3^ICl

--

".....

C~
'~YAJ

00
c:l
<::::>
'"

>-0
;.-0
zal'-
::J "D
al'-N
UO--:
0",
5~CL
>a .
ao'"
Z,U'l
<(O~
Ia .
,:><Dlr!
>1'-0
Wo
Za::

~,,,,,~:l:';';

f~J~'
" I'
f>>
~....
)).,,ll,,ij
~

\
\

<".J
W
Q

f-W\
....lZ
<1:-
I ....1
0..0::
[f) W
<~
ow
ZU

\'(""..
~....

<.)
(':!

\
\

\
\

>--
0::
<!
o
Z
::::>
o
Cll
>--
f-
0::
W
CL
o
0::
CL

-t
6-
(Y
~
00.-
~
~
~

0\
- a'"
ZW~"'U'l
uQ~~~~
-l1-..JOdci
..J~o....~a..a..
;ftn~gciui \
W..rO I (\jrt"l
tOl-:iOlOcri \
oLi:l~cri~
..J 1'-0

\ ~ ~\

~ \
\

f-O
'!l<1:
XO
wet'

O.
U'l(l)O'
O::::O:::oc:t
WWII'--
OOt<1L()
ZZo .
<t<t1t=>
U)(/)lt)a..
. '0 .
cnroo~
Z<!It()
<r-oC\J
IgO .
l---,CO~
<l 1'-0
zo:lO
a::

\

\
o ~\

~~ \)

"'" ~ \
8 \

>-0
;.-0
20'"
:J1'>:tl{)
OCDI'-Q)
uO .-
0'" .
cr..n.C>
WICJ .0-
> 0 (j) -
aoent{)
ZIU>t'I1
<tDNeri
IO . .
COCIl~
~I'-c:i
Wo
Za::

~

to
0.
f-
W
W
I
(fJ_

net

~. :)']V
tI(]r :03^Otld
I;lor :03"'-31;'
~It;) :03N!IlS
WVJ "NMTJ
eolaZ/ol "31
,QOO-I;:Z;Ol-r :ON t'

o
o
ill

o
o
<:t

o
o
N

o
o
N
" 0
"-0
W
....l
<1:
U
(1)0

-

----------

./

f-
-.J
<!
I
0.
(fJ
<!
o
W
(fJ
o
0..
o
0::
0..

WCL
f-:;2'
W<!
0::0::
U
Zf-
O<!
uO
Om
W
(fJ
o
0.
o
0::
CL

(.9
Z
f-
(fJ
X
W

00::
WW
x-
_0.
lL
o
W
(fJ
o
CL
o
0::
0..

00
W<!
XW
iLI
00::
wW
(fJCL
o
0..
o
0::
0..

~

\\JS~
~Sf:>.~ ~
Cf:>.?'C..

~

_~(~D
0'1
-kn
(~;
:--"l;t-
OJ,
~)l+
f'.)1
(.)l111
N+
!'\)~"'+

.+:>v-i
.u;
I'Ve;)
t.+
o~+
"",
-..J:J>-e
Vi;
'-'\1;
0J;
f'''>Ul+

~+
~I
,~
i\,)+

~.
6;
"'u,
0+
N~T
'J),
"'At + +
~ + ~
+ ~ ~r+ t ~ ~

+ + ~ -P\. ~l O'l
.Po Ul ;:G ~+
+~..p.U1.p. ;51
~ ~ ~ 0) ~~
"" -At

+

+
+ ,
+ , ""
+ ~ --.J UJ
UJ~~--i-o
"L>J -;0
"" ~O
rl ~
;:0 en
-1. [Tl
".0
~..(J "
IX
fTlfTl
:t>0
o

\J
;;0
o
\J
fTl
;;0
-I
-<
CD
o
c
Z
o
'>
AJ

\-

---

Oen
(")
:t>
,
fll

U1 It
0J
o

c;,
()
s:
~."
40;"::

o
ITI
n

;f{j}
Fl4!
!!~,
~~ .r:
m;

0J
o

(J'l
o

1"'''
s:
2"
~8
o
2:

o

,.....,
c::::.
c::.
0(')

W'n

z
n

UJ
o

(")
. ~
8~W
~~~
"....0<
i ~ g
-0 :~

~<i9 ~
(') ""
~ ~ g
!;'> a
~ so:
~ .

;JB NO: J-ZQ:iZ3.0Q07
AlE: 10/2.0/08
RAWN: CAM
~IGNED: CAM
EVIEWED: JDR
PPROVED: JDR
CA.LE: .~

P3

-",
~-P\.+
"',
--J.-p-+
0) I
OJ-"
",+
-.0'
At

W'\~OH'.oo,;n\Q.I\Q..~ "'_hUOSU.f 'o~ ~.I w.. 's, tOOl" SOO~:U
~
.J:> 0J !"" Z
0
Z:t>-I 0 0 -Ifll CDCD-I
O;:OI 0 0 I,-<Ofll
;;ofTlfTl OofTl~-I~~
-I:t>0J
I-OS: ZZ:t>IO
(") en _ fll :t>:t>-I0:t>
:t>oen:t> <<oS:;O
;:OfTlfTlZ oOze;-<
oen-l r CDCDen en
,GiCllo CD CD., Q:lc
zz:t>:E " OOI;;o
:t>:t>(") :t>;:oc<
-I^:E I -I -IfTl
+ ~fTl.,:t> N c-l-l-<
+ + ;.. eno;:o-l .J:> S:~O:E
+ , j, I:t>OfTl . en Z :t>
+ , -" v' '" genS:;:O s:
+ , -" -" fTl \JfTlen
+ -" tn "'
+ "' u, "' iTizO :t> ;:OZz
+ ;, .~ tn "' NZ OGlo
+ , <.n -" (/),;:0
+ ;, -" '" tn "' 0:t>1:,2 .J:>r friZ-I
."
.;., ." OZZ zO ofTl\J
tn .;,.
'" -" So:t> :t>:E -IgfTl
""
s.,;:o <:E :t>-;;O
---< z.,
(/)en O:t> ;:OGlo
enI~ CD-I fllo;:O
ozGl (l)fTl ~Os:
ZGlI ;:0 <. fTl
CD:E fTl 0
-<:t> Z
-I 0
fTl
;:0 Z

(01
~+
.;,.,
~+
0,
<.n+
0,
~
()+
o~
""
=+ + +
"', + '"
0-" + l.
(p++ w
;U1ls- l. :'> W W
+ ill '"
t , -'" OJ '-"
+ ;, -" w ~ 0
;, en -.0+
(l) "" u>'
'" :"+

-",
,,,-,, +
c.n+ 1 +
<.0' \ t.JJUJ+ + /. UJ
CN+ \ N1 ...... (.oJ
~ \ UJ(;J+UJ UJ
0;+ \~ ~~g
+ ;rr~ -u \ ~ \ c:;:
~ ~t ~ \ ~, \ c:; ~
~~~ \~%, \ ~-:-
:;; 0 - z \- ""+
(::tJ -- ~I
, s: \ 0 --"'""--
\0\ ~~
\ -0 -"
\~\ OJ

+ /
U> fTl
+ ~ X
U>
'" ..J ;:0 en
en o:::::l
\ :t>Z
- 0J oGl
~ O. + \ + + -u~
fll en 0 U> U> :t><
U> <>'
Zfll ., \ 0"' ;:OfTl
'" co <.0
0-1 OJ \ + ^;:O
-ICll 0 <>'
fTl:t> fTl -I> \ -I>
0Jo , 0 -.0
Z -I> + \
-^ fTl <>'
r :t> :E -" \
fTl "'
Z -I -I
$ fTl 0 r \
J;:-- 1:-- Z :t> \
Z +
0 -" +
en <>' "
'" 0
+ '"
-I>
'"
'"

\J
;:0
o
-I\J
;;;;.+ - 0
-", S en
I"'V-p-+ OJ [Tl
0)1 [T1 0
"'\:;+ ;:0.,
tN~-+. ~ X
(,]1; fTl fTl
OJ:'>+;:O 0
u"
-""-e

\ ~:;
+ 1 t~
~\~

~
-..J,
""Nt
...... "I +
ON +, OJ
(Yl++ I N to
+~~l N~ ~
~(n~ ~ (Jl
0D"";~
0-;1) ~ r-4
~2\

(l)'
OJ+
0>,
"N+
0>,
~+
~+
ill,
--N+
<D,
"""+
<D,
"""
to;
-...If',)-+.
co:
"""
U)
-"

../

~
(Jl

:t>
;;0
fTl
:t>
o
.,
fll
oz
0<
Z-
0;:0
fTlO
;:oZ
zS:
fTl
~Z
:t>...,
fllJ>
5:::,

PIER B BOAT RAMP PERMIT DRAWINGS
NEW HANOVER COUNTY PARKS
RIVER ROAD

SITE PLAN

l]\i

eo"
:p.+
CD~
-",
:t+-; ~ ~
+ ;"-S'Jl:.; ~ f.>l
..p,. v,C/l(..1
~ lJl VJ Ol.r_"t-
t;i L>J 1.)oJI
~+
oj,
i'0+
-, '
"+
N,
-"-"
~;
::+
CD'
At

+

+

+

~-:-
'~+
~,
"'+
OJ,
"""+
OJ,
rv~+
CD'
::+
UJi
"'+
o.
"j::.+
0,
~+
<.D,
<.1'\'--",
~;
<.N+
ill,
""'+
CD.
OJ'
"'+
-",
aK.>J+

~+
-,
o~
",+
<1>'
'Ar
;n,
CV,+
<.n,

\J
,
:t>
-I
.,
o
;:0
s:

tn'
"'
~+
N,
."'l-
0'
t...~+
0,
-.0:,,+
0'
"'"'+
0,
o~+
<.0,
"'""+
<.0,
N{,.o.l+
(l),
""'+
OJ,
~+
"',
'" .

+
+
+ c:., 'fl
, <.D
\J <>' !E (J".
+ ;:0' OJ
+ 0' <.0
+ u.
+ ~ '" w -u'
+ ~ -" 0 0
, -.0 .~
U> -" :'> en
'" OJ fll
<.D CDO
00
)>0
...,Z
0
;:0;:0
:t>fTl
S...,
"UfTl

o
;:0
:E1:,2
:t>Z
-I:t>
fTl;:O
;:0-<
rI
ZGl
fTlI

s:
fTl
:t>
Z
r
o
:E
:E
C::;
ZfTl
fTl ;:0
+

fTl + +
X + +
;1 ~+ ~ ~
+ rr1 /J)/I (J\
+ '" s: ~"'t<>'
VJ rr1 Uil
o ~ :: I ~+
;:op> ~ ~~
:E 1:,2, fTl Gl , +
1> z"""'+ r :r: ~l
-4l>~ rrl:e ~~;
fTl;:O "+ ~:t> '''''''+
;0 -< ~~ _ -1 ~I
r I "'~ . fTl <>'t
Z Gi 0,,"+ CD;:o <>',
fTlI ~ ~r
-+ fTl Z
(l)~ -1 fTl

, <>'
<>' '"
<>' '" '"
'" <>'
o

~
f

'"

-u
;:0
o
\J
fTl
;:0
-I
-<
CD
o
c
Z
o
:t>
;:0
-<

'"

'"

'"

'"

'"

\' '"

\'

,

'"

'"

^"

'"

o
.1'\" ,...~"

,'t'~~
:t>
'" r",
:E
'" f1il-
-I

'" ~ ,.
Z
f'; ~ r.-

,

,

'"

:,

'"

'" '"

\ '"
'\

'"

'"

'"

PROPOSED ACTIVITY: DOCK B BOA TRAMP
COUNTY: NEW HANOVER
CLIENT: NEW HANOVER COUNTY PARKS DEPT.

SHEET 3 OF 8

, .
'.'t'~' 'OO~"t ..~ .....Od "U'Ol\'''"''"d "'O\ho\tooob<~>.,,~

8 .::JO 17 133HS

ld30 S>1CJ\1 d A1NnOJ CJ3^ON\1H M3N :lN31lJ
CJ3^ON\1H M3N :,UNnOJ
dll\l\1Cl 1\108 '9 >1JOO :)"11^11J\1 O::lSOdOCJd

OJ

~

C0

0..
0::
W
en
~
f-

<.::>
2
:>:::
U
W
o
0..
00
f-l[)
o::l[)
W ..
en>
~W
_--1
f-W

W
2
--1
0::
W
f-
<!
3:f-
IW
<.::>W
-lJ...
I
WCD
~...:
W .:
0::>
f-W
X--1
WW

I
-'~-'---'-----~'---'--r-----

0..
<!
U
--1
<!
0::
0..
o
f-

i
- -----1--
I
I

lJ...O
O<!
f-W
0:: I
<!o::
--f-W_
Ul(L

.. -------------~- -

I
i
I
I
-----------j--

.-____.__1.___________

o
o
o
3:
<.::>
2
f-
UlO::
-W
X_
Wo..

2
o
f-
20
Wl[)
f- .
Xl[)
W ..
. o::~
.----------------\-------- ----- l:O! --1-- -
o..w

-...--------..--------...--.-..----1-----
i

II i I
F====i~
II' i I
IF====-+:::j
; i

I
i-
i-
I

OJ

~

C0

NOI1:)3S Cl31d

vd

0\10CJ Cl3^ICJ
S>1CJ\1 d A1NnOJ CJ3^ON\1H M3N
S8NIM\1ClO 11l1\1Cl3d dll\l\1i:1 1\108 '9 i:l31d

Q""'~
>j ,~
" :~

o

C0
I

OJ
I

w

~
I

~li'~l'
,......'

I
I
I
I

8<;~-

8~'~-

8<;~-

I
,-:]
T-
I

o

C0
I

OJ
I

~
I

Qi;;J
<:;;;;)
c::>
(".1

,01-,1 '3111:;15
-.-~-----Hor:o]t:6iiddV
-- .-.---.----~()T:03M31;,j-!:I
.. n. --~1iJ--:a3N~ts;ia
wi5---:-NMV~O
--------..-.-g076'z}or : 31 "1 0
_0- ----io"6iffz;0'z:f.---:6"N-eOr

. :,..
"
...J~~
~~ ~
)" ""'" - '"
." <3
"\1:\ .
~ <S

""
i5 .
~ i
o 0
;.....,
~ .
sf:':;
u ~
CO ~
~ .
U

cJ>

o
""

<.0

o
(\J

0
"""" 1iS2
II
-
W W
..J ..J
<!l[) <!
U...: UlD
U) Ul
f- N
0:: 0::
W 0
>0 IO

z
o
......
Eo-<
U
~
'(J)
~
~
......
0..
~
~
~
~

....
'"

Wz
o:::<.')Z
W<l:U')O
0::: OW-
<l:ZOI-
U
(f)<I:..J:=l
<.') - <I: 0:::
Z>-ZI-
:>..J_(f)
:>ZLLZ
<l:0(f)0
0:::
0<.') <I: U
W~Oo:::
(f)I-WO
W'::OLL
I:2:Z(f)
1-0000W<.')
Wl-Z
WQ..~3:
1-0:::1-<1:
0000:::
ZLLZO

OZTlZ
::0000
)>-1::0-1
~z"'()~
Z-IfTl
GifTl::O-l
(f)Zs=:r:
Tlo=ifTl
OfTl-l(f)
::OOzfTl
n)>GiO
::0
0(f)0)>
Z'lZ:f
(f)-,
-IZ-<z
::0 )> - Gi
CI)>(f)
n
-IOZ)>
_fTlO::o
O(f) fTl
Z;:=::)>
'" ;:0
ZfTl

OI
o
:;0
N

(f)
lJln
1>
r
fTl

- "
0-
o

'1l
""

I
W

I
N

t:l:l
o
>
>-3
~
>
~
"tl
U)
t1j
(j
>-3
.....
o
Z

PROPERTY

0<
fTl
::0
-I

-0.40

0.93

0.28

ORDINARY HIGH
WATER LINE

~~
lJl1>
r
fTl

-108
-I
1>
::0
fTl
:;0
:;0
1>
s
r" ::0
0 N
-171

lJJ
o

()

~~~~
W () S-
[~ ~ h'l
;< Q a
~ ~ [
I;'
'"

_JOi:!NC?:____~ 1_Q~n_,.0007 __ _. ~
DATE: 10120/06----- -- --
DRAWN: -c-Ati-~----~.--------
DESIGNEO:-'CAM -.--------------
REiiitwE:O-;-JDR---'--~-----------
Af> P'R'O v E 0 ~-:J6R-'-'---'--'-'----' .....
sC' AL{; ----'.r~:,o..---- -.----,---

P5

+>

I
N

I
.......

o

N

AREAS OF ENVIRONMENT AL
C (AEC)

;
i
rn::o
0:;0
1>0
-1::0
:;00
1>~
so
::On
o
z
n
:;0
fTl
-I
fTl

III

fTl
X
-l
;:0
fTlfTl
rs
fTlfTl
;<:=~
_Gl
i:vI
::f
'11>
fTl-l
fTlfTl
-1;:0
r
z
fTl

III

I
.......

o

N

w

CD
o
1>
-l
;:0
1>
s
::0
-I
_____ 0
::0

w

PIER 8. BOAT RAMP PERMIT DRAWINGS
NEW HANOVER COUNTY PARKS
RIVER ROAD

PROPOSED ACTIVITY: DOCK 8. BOAT RAMP
COUNTY: NEW HANOVER
CLIENT: NEW HANOVER COUNTY PARKS DEPT.

BOA T RAMP SECTION

SHEET 5 OF 8

8 .:10 9 133HS 311.:l0~d N'.11d 311S
'ld30 S>1(::IV'd A1NnOJ tl3AONV'H M3N :lN311J OV'Otl tl3AltI
Cl3AONV'H M3N :,UNnOJ S>lCl\1 d A1NnOJ tl3AONV'H M3N
dl/lJ\1t1 1 \108 B >lJOO :,UIAI1JV' 03S0dOtld S9NIMV'ClO 11l/1JCl3d dl/lJ\1Cl 1\108 B Cl31d

Ie J r- - - =::J
II I I
II I I

(1111
II I I
II I I
II I I
1/ I I
II I I
II I I
---
II I I
II I I
-+ -1+
II I I
1/ I I
II I I
II I I
--1L _11-
II I I

<Cl)-
ZW
i=>
UlO::
-;:)
CjUl
lLO::
o~
0.
Ul
I-
:;;;:
-.J

ll't;'( . 1001 -, .... ... 'Q~ I-H~Gn'''W''4 "'0\"0,'000 t~~O~\:~

0::
W
0.
<Cl
Z
I-
Ul
X
W

END PIER EXTENTION/
PIER HEAD

;0
w

o
l[)..
+
r<J

;II:',:::"'~)J

.:\j,J.~...
()
l1.J'",1
~

BEGIN PIER EXTENTION/
END EXISTING PIER

o
o
+
r<J

EXTREME HIGH WATER LINE

END BOA TRAMP / MEAN LOW
WATER LINE

ORDINARY HIGH WATER LINE

30' SETBACK LINE

PROPERTY LINE / EXTREME
HIGH WATER LINE

75' AEC

BEGIN BOA TRAMP /END
PROPOSED ASPHAL T ROAD

404 WETLANDS/COASTAL WETLANDS

404 WETLANDS

BEGIN PROPOSED ASPHALT ROAD

o
o

z
o
I-
<1
>
W
-.J
W

9d

,0 ~.l 31V:)'S
-iiar~3^O~dd~
__n.._n_.u__n"'_}j-d{-':03N. 31^ :ili
-----.---......-. "~;'5'-~0:3-N9\S 30
-. V-l\i5----- 'iNN. v~a
~._.., .-------€i07Oz}Cii-"....-.'::31 VO
---,-- LooQ"-{z-s-6-r..:r---- ;ON Bor

""
is
ia~~
~ '<:7~ ~
~ <5 ~
u

() g

00
c;,)
o
<'l

z
z
o
1-
(!)
Z
Z~
......
3:

W
L..IJ
o

z
U
Q
o
r<JO
" rn

W
.-J
<1
Ulf)
tn-

N
0::
o
IO

Pc:l
.....:l
-
~
o
~
0...
Z
j
0...
Pc:l
Eo-<
-
U'l

'"
""

W
Il
I-- =:J
o I-
U
ZZ=:J
WOIl
Il-I--
<tl-U)
U
O=:JO
ZIlW
<tl-U)
U)O
. Z 0...
>-00
-1UIl
Z 0...
Oil
<..901l
ZLLO
- LL
I-U)
1-<..9U)
-ZI--
~-W
Il3:W
W<tI
0... Il U) .
o U)
Il -1Z
OZ-O
LL<..9<t-
-I-U)
WU)WZ
IlWOW
<to :2
0-
U)-1Z0
<t
<..92 <to
~-WZ
3:LL-1<t
<tu)C;::U)
Il<tOZ
00110
WWlli=
"U)Ow<t
WWZW>
I-IW(f)W
01-1- .-1
Z -' ~ 0J W

10'-0"
I" -I
--< I
"
"'
:;l
'1:1 "
l>
-..l r
z
'"
'i:l ~j>/
-
--< t%::l
'1:1 ~
-.,j CoO ~
" VARIES 2'-6"
r.n ~ ::c:
~
t%::l I r " t%::l
C1 Z l> :>
'. "' ;;:
>-:3 ". J: t::l
-
0 t::l N
Z --.-- t%::l 0.
C1 ,
0
>-:3 ~
t::I:l
~ "'- ~- 'i:l
c:: a. N ~
>-:3 Z -\
-
~
t:l:l
t%::l
~
~
~ "'
;0
g V
t-4 () -
"
~ z ~
'"
:>
>-< "' It>
"'
z
()
J:
~ \:J
"'
l>
--<
~
"'
"'
g
--<
l>
r

!
"
'1:1 "'" ~
-.,j
t:l:l
t%::l
Z
C1
t::I:l
r.n
t%::l
:>
>-:3
t::l
t%::l
>-:3
:>
-
t-4

OZ"llZ
)JOOO
)>-j)J-j
~z'lJ~
Z fTJ
G!~)J-j
U'lZs;::r:
"llO:::jfTJ
OfTJ-jU'l
)JOZfTJ
n)>G)O
)J
0(/)0)>
Z"llZ:::f
U'l-,_
-jZ-<Z
)JJ>- G!
C')>U'l
SOZ)>
_fTJO)J
0U'l fTJ
ZGi)>
Z)J
fTJ

()

i~~ ~~~
e;;r~ ~ -'-<I Q
tt;,<~ g,
~t=~ ~ E
,q'

JOB NO: J~Z05Z3,0007
OA'T'E:---"-~_ ~q7~:~(jj=.=.~-,~=
DRAWN; CAM
(lE-SIGNEO';---C AM-...-.......-....----.--
REVI-EwED;--jDR~-----~--.,-
-APp-RO\i{O:-JOR-~---m-_---_--
SC"Al."E-:----N",. s -------.-----

P7

-I"'Z
ImO
en)>"';
-1m
0-..
OlZ
-IG'lI
l>l>l>
-"'Z
rOlo
"T] '"

10'-0"

~ I"
~
"'
;0

1

'1:1 l\)
-..l
'i:l
:>
~
>-:3
-
:>
t-4
'i:l
-
t%::l
~
::c:
t%::l
:>
t::l
~
~
:>
~
-
Z
c;l
'i:l
~
Z

OZl> !" I-- =
:;;OOr ~ ) (
n-l", b= =
r"'l> \
l>IZ
",00
-0;:
-IZCD '--."
-< Ol
. zZ
n
I
/
/"
'" ----+n I
~ ~ II II L1
,
~ II II I-- -
~ --tU1
./
/'

N
o
o

CJ
(,\
;:;;
,<~,
<:;

;~J

t:J
f"~"'~
4---""
'" "

r-'
'<"

li"f~

;z

t......)
c:::::>
~ ~'n
'F"'l'l
,y

z
o

PIER 8. BOAT RAMP PERMIT DRAWINGS
NEW HANOVER COUNTY PARKS
RIVER ROAD

PROPOSED ACTIVITY: DOCK 8. BOAT RAMP
COUNTY: NEW HANOVER
CLIENT: NEW HANOVER COUNTY PARKS DEPT.

PIER DETAILS

SHEET 7 OF 8

8 .:10 8 133HS

'ld30 S>ltJI1 d A1NnOJ tJ3^ONI1H M3N :lN31lJ
tJ3^ONI1H M3N :A1NnOJ
dlf\JI1CJ 11108 '8 >lJOO :A11^11JI1 03S0dOCJd

/

n.
"
'"
'"
I-
'"
o
<0
W
I-
:i!
u
z
o
u

w
"-
o
--!
U)

?

n't<" .1<l(ll'<"NI"'Od'.H~Ol""",...,,,"\I'O\IO""'I'Ol\'N

z
j
~

~~
;::s .
<::J
o::~

Sll'1130 dv.J'1~ 1'108

0l10tJ tJ3^ltJ
S>ltJI1 d A1NnOJ tJ3^ONI1H M3N
S:JNIM I1tJO lllf\JtJ3d dlf\JI1tJ 11108 '8 tJ31d

9d

S iN :3~jV JS
-------.~(]F:O]^.O"~d-d..;
--. --.----,...-----~df'"':a3M31^jl:l
-...-----..---nV-ll;ij"' -:0 31'491-530
---,-------..-.-- 'i'n/J -- :NM'J't!O
---.---.---eo76z/oi------- :31'l!O
.-. ... "Ioo-ci:{ziiOi:,,_m""":ON' ear

""
tu is 0'>
'~~'i! g'.~
e ~ >-.3~
t}f)-;- ::::e~~
t3 ..2 t--. '
~ ~~~~
~
U

w z
a: 0 z
W <l - 0
U U)
a: 0 w -
Z <l Z 0 f-
U
C~ U) <l ~ :::J
'Z 0 - <l a:
~~~~ ';;0 I') Z >- Z f-
.,::;) \., - ~ - U)
=:;t j.." , 3: z LL
,~-..l :t..~ <l 0 Z
n. U) 0
" ,J<:i,';.:.:t,;;;' ::7.: a: u
'" f.~~t~t~ 0 0 <l
n.
"- r-1!""" Z a:
0 2- w - 0
n. W ._J U) f- W 0
0 I.JJ f- LL
I- '''',ll.~ W 0
c :."" I ~ Z U)
~ f- a: W 0
:~ w f- Z
U 0... Z
W - 3:
e~ f- a: f- <l
0 0 0 a:
z LL Z 0

~

...:l
<
U
-
~
>-<
E-t",
z
o
~E=:
~;:
...:l:J
_'"
~'"
0';<
o::~
~&
0..
~':t
;::Sg;
<r..
O::~
,..'"
t:..... ",'"
C"'" '" Z
.-.. 0:: ..
-.... '" '"
0",:;]
,...... "''''
-"''''

n.
"
'"
'"
'"
~
;:

gel]
./ ~
....:~

~
-
<
E-t
~
Q
~
:>'"
O~
0..
o::::J
~~

o a
~ ~

z
o
-
E-t
U
~
rn

~~
z
;::S..
<::J
o::g

L

~
'"
;'},