19930071 Ver 1_COMPLETE FILE_19930223

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor Roger N. Schecter
Jonathan B. Howes, Secretary January 26, 1993 Director
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Acting Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Charles Hunter
Project Location: 311 Bradley Creek Point Circle, New Hanover County
Proposed Project: to construct a pier complete with dock and boat lift to a point where he
can excavate a protected basin and access channel.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 15, 1993. If you have any questions regarding the proposed project,
please contact Tere Barrett at extension 246. When appropriate, in-depth comments with
supporting daft .s requested.
REPLY: _V This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, N.C. 8 S - Telephone [phone] • Fix 919.350-2004
An Equal Opportunity AHirtnadve Action Employer
/ftm+ To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKIN
DATE: February 15, 1993
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 93 PERMIT NO.: COUNTY: New Hanover
PROJECT NAME: Charles Hunter
PROJECT TYPE: Pier PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: January 26, 1993
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624
*STREAM OR ADJACENT WATER BODY: Bradley Creek
CLASS: SB # STREAM INDEX #: 18-87-24
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to construct a
pier, dock and boat lift and dredge a basin and access channel.
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE
FEB 1 81993
QUALITY S ECTION
N/A WATER ---?
AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
AIA?
93071.Feb
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Tere Barrett
John Parker
• DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Charles Hunter
2. LOCATION OF PROJECT SITE: Adjacent to the AIWW at the mouth of Bradley Creek at
311 Bradley Creek Point Circle in New Hanover County.
Photo Index - 1989: 174-4, 8-r,s,t 1984: 18-227, 19-o,p,q
State Plane Coordinates - X: 2356800 Y: 169600
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/1/92
Was Applicant Present - Yes-agent
5. PROCESSING PROCEDURE: Application Received - cc: 1 /21 /93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - None
(F) Type of Structures: Existing - Residence
Planned - Pier, dock, lift, basin, access channel.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED THER
(A) Vegetated Wetlands
Spartina patens, Juncus roemerianus, 300 s.f.
i i hli a mixed with ar ina
alterniflora
5martLina alterniflora 3228 s.f.
(B) Non-Vegetated Wetlands
(C) Other Open Water 1840 sf
Shallow Bottom 4650 s.f.
High Ground 2.4 ac.
(D) Total Area Disturbed: 10,018 sf in AEC, 2.4 ac. outside.
(E) Primary Nursery Area: NO
(F) Water Classification:SB Open: NO
8. PROJECT SUMMARY: Applicant proposes to construct a pier complete with dock and boat
lift to a point where he can excavate a protected basin and access channel.
Charles Hunter
Page 2
9. PROJECT DESCRIPTION 1/25/93
The project site is located at 311 Bradley Creek Point Circle in New Hanover County.
This is adjacent to the AIWW at the mouth of Bradley Creek on the northwest side.
The community is residential. The residents on the Bradley Creek side have piers for
water access. On the waterway side this has been somewhat less practical because of
the expanse of marsh. The property two lots to the north has a dredged basin and
channel through the marsh.
The project site is a .75 acre lot, with 162' of water frontage. This lot is high ground,
averaging 8' above mean sea level, with a residence existing.
The waters of Bradley Creek and the AIWW at this point are classified SB by the
Division of Environmental Management. The area is not designated as a Primary
Nursery Area, and is closed to the taking of shellfish. The New Hanover County Land
Use Plan classifies the project area as Conservation.
The applicant has proposed to construct a pier with gazebo, a boat lift with floating
docks, and a boat basin with access channel to the AIWW. To put into place the legal
riparian corridors on this site forces the adjacent corridor directly across the
grandfathered basin to the north. Therefore, it was determined that the corridors
would be positioned perpendicular to the shoreline until the marsh gives way to open
water. At this point, the corridor will turn to be aligned perpendicular to the channel.
The applicant begins his pier approximately 35' south of his northern property line.
The pier will cross approximately 54' of mixed marsh (Spartin alterniflora, 7uncus
roemerianus, Spartin patens, and i i hli spicatal. It will cross Spartin alterniflora
marsh for approximately another 294' before encountering an unvegetated tidal pool.
The pier continues across this pool for approximately 80', with an elevated span across
the most navigable area. The most navigable portion of this pool in + 1' mean low
water. The pier will be elevated to +6' mean high water for a span of 12' at this
point. The pier continues for another 174' across artin alterniflora before changing
directions. Now perpendicular to the channel, the pier crosses approximately 74' of
Spgnin alterniflora, and continues for approximately 102' into open water, or to mean
low water.
There is a 16' x 16' gazebo proposed at the waterward end of the pier. A ramp will
extend for 10' to a floating dock system. This system will consist of an 8' x 14' float
attached to a 6' x 40' float in a backwards "L" configuration. There are two mooring
pilings associated with this structure 12' to the north of the float. Nestled in between
the 8' x 14' float and the gazebo is a 10' x 10' boatlift.
Charles Hunter
Page 3
9. PROJECT DESCRIPTION - Continued
The total length of the structure will extend approximately 170' into a body of water
approximately 600' across. It terminates greater than 85' from the near edge of the
federally maintained channel, as the basin itself terminates 85' from the channel. The
project should come no closer than 20' to the adjacent riparian corridors.
Because the water depth at this point varies from 0' mean low water to -3' mean low
water, the applicant also requests the excavation of a basin and channel. This area is
comprised of a sandy bottom, and is in close proximity to the AIWW; however, it has
never been dredged. The area is not Primary Nursery.
The basin is proposed to the dimensions of 60' x 60', and to a depth of -6' mean low
water. From the basin a channel continues to the -6' mlw contour. This access
channel is approximately 30' in width and 35' in length. The adjoining waters grade
from -6' mlw to -12' mlw. Approximately 700 - 750 cubic yards of material will be
excavated to reach the desired depth of -6' mean low water.
This dredging will be executed by dragline to barge. The spoil will be carried to an
inland high ground site identified by the applicant. This is an existing spoil site, and
there is permission on file from the landowner for spoil placement. The spoil site is
approximately 150' x 700'. The applicant proposes constructing a dike wall, 4' x 4' to
contain the spoil on site.
10. ANTICIPATED IMPACTS
The proposed pier will shade approximately 300 square feet of mixed marsh, and
approximately 3228 square feet of Spartin alterniflora. The structure will incorporate
approximately 1840 square feet of open water. The dredging aspect of the project will
require the disturbance of approximately 4650 square feet of sandy, shallow bottom
(700 - 750 cu. yd.). This has not been previously dredged, but is not designated as
Primary Nursery Area, and is adjacent to the regularly dredged federal channel. The
fill will be placed on a 2.4 acre high ground site.
The project should pose no threat to navigation as it meets the 1/3 rule, and is greater
than 85' from the AIWW. The applicant has allowed for access through the ponded
area by a 12' elevated span in the pier. The project will not come within 15' of the
adjacent riparian corridors.
Submitted by: T. Barrett Office: Wilmington
development activitics, including construction, txcava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the mquested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
L Name-Da -CHga4zi. Hun1Dt p -,sApyne
Address 3i1 Bar CC-Zekak A14- CneCe
City Al b,4IN C71A, State A 1Z_
Zip Y6 3 Day phone aS6 - 306 ).
Landowner or -? Authorized agent
b. Project name (if an O k /'1t"12? JCle,?in[ 1J
wr Aj fT, Q D1rJ-13A SON
.c. If the applicant is notthe 1 'doW;Z* fsoV- ", 1hr
owner's name and address. .'?._.i ?;,i f t}
p :-_3
DIVISION
nnnc Tnl ¦rAAIA (`CRdC'AIT
2 LOCATION OF PROPOSED _ --.?
PROJECT
a. Street address or secondary road number
11 n"LcxehkTk c?I,dr e111clE
b. City, town, community, or landmark
fit /t "OyOll" NC
c. County NEW NMNor&L
d. Is proposed work within city limits or planning
jurisdiction? ND V
e. Name f body of water nearest project
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
L Descrtbe all development activities you propose (for
example, uildin a home, motel, marina, bulkhead,
Or pier). 1, 12 Co -rN6 d Oft? Fr
Ao??T QA.Sin w? fN Acc eSs LNA uc?
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is thWroposed activity maintenance of an
exJsting-prcject, new work, or both7
c. Will the project be for community, private, or
commercial use? •
d. scribe the planned use of the project.
P/blu*Tt S1AUC- FJ+M)ty 196A-T 0001(
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3??/ I?}G2E
b. Size of individual lot(s).
01
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum -L8`MSL
. d. Soil type(s) and texture( -of tract
fm? 11 t Din I .fo/c.
e. Veg$etation on tract K114 6-t o rrx
L Man-made features now on tract
g. What Is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation ransitional -
_Developed ?ommunity
Rural Other
h. How is the tract zoned by local government?
?C-SIDL-"'?'il?t-
1.
J.
How am adjacent waters classified?
Has a professional archaeological survey been
carried out for the tract?fieb - If so, by whom?
12189
5 UPLATW utVt:LUt-JAM v
'
Complete this section if the project includes any 4d
developmenL
a. Type and number of buildings; facilities, or m. Wate! supply source
swcturesproposed
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
b. Number of lots or parcels public beach amessways or provide new access.
C Density (Give the number of residential tulru and tie ; ,
. units per acre)

' K11V t>j 1992-
d. Sits of area to be graded or disturbed o. If the project is on the oceanfront, what will be the
?LIUG?' "i OF elevation above mean sea level of the first habitable
e If the proposed project will disturb m&P&U;6 MAN AGEM4'"
. 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.
o
6 EXCAVATION AND FILL
... sion
If applicable, has a sedimentation and er
comrol plan been submitted to the Division of Land INFORMATION
Resources?
f. Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are -
meLn high water to be covered by impermeable covered in Section 7).
sunaces, such as pavement, buildings, rooftops.
Length Width Depth
g . Lis: the materials, such as marl, paver stone, asphalt, Accegs channel
or concrete, to be used for paved surfaces. O&W) or (NWL) 3S 3U -?M??
Boat basin
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Mz:nagement?
1. Describe proposed sewage disposal and/or waste
waver treatment facilities.

j. Have these facilities received state or local approval?
k. Describe existing treatment facilities;
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, indusuial/commercial effluent, "wash
down")..
Other (break-
«2
i
er,
water. p
boat ramp, 6&ZOO !6'?
rock jetn-) ?lvrvrs y?'
'3c an?L?rt
Fill placed in
wetland or below
MHW /VU
10 1
6
B;
6
6M&.&
Upland fill r1v?K?o rn / So c)v
areas - 7 ........:.
8/aY?04 s?. 4zlg,7-
b. Ayeo?nt o ma enal to be ezrnvated from below -0 s?^ ?d
water level in cubic yards
e. TypeofmaterialSr?'"OZ
d. Does the area to be excavate include marshland,
swamps, or other wetlands?' JV6
e. High ground excavation, in cubic yards
No NF
12/89
2
Dimensions of spoil disposal area
15D X 7 pD
;. Lo tion of spoil disposal area 0
[?yr,0 ri c.
L Do you claim title to the disposal area? M0
If not, attach a letter granting permission from the
Owner.
. Will a disposal area be available for future
maintenance? */t3
Ifso,where? /Y]Vf/nL. SPOIL51-
j. Dots the disposal area include any marshland,
swamps, or water areas? Na
L Will the fill material be placed below mean high N?g
water?
1. Amo= of fill in cubic yards NI
m. Type of fill material ?f A
n. Soune of fill material N?=
o. Will fill material be placed on marsh or other 1
wed2unds?
p. Dim=slons of the wetland to be filled
N?
e. Shoreline erosion during preceding 12 months, in
feet
d. Type of bulkhead material
e. Am ount of fill, in eublt; yard ;..to be pl" bel
mean high water t'
f..-Type of fill material
?8u-?. igy2?.
8 ADDITIONAL Jd,F
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the appli cant claims title to the
affected property. If the appli cant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project
An accurate work plat (including plan view and cross -
sectional drawings) drawn to scale in blacktnk on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 73.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled?
R C Fo'Lo o f2N AN
D si 1Lc
r. Wha: type of construction equipment wM be used
(for example, dragline, backhoe, or hydraulic
dredbe)? ORr+cunOM fP C 13'tcCO -
S. Will wetlands be crossed in trxns=orting equipment
to project site? A/ 0 If yes, explain steps that will
be teen to lessen environmental impacts.
7 SHORELINE STABILIZATION /(Ip}
A. Length of bulkhead or riprap
b. Average distance waterward of mean high water or
nornal water level -
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line 20
prints or other larger plats are acceptable only if 10 high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location trap is a pan
of plat requirements and it must be sufficiEntly detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
Individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
• 3
22189
Address 30 Bnce'> Crct P?,?,r
. _(?1,L•?,ns? hC 2?Ye?
Maine 117x. !l,/h?c?.• b.?irrtAis'
Address ?l BRft!xe 64kxt 11 1_0 mete
Name* "
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and Wet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
9 CERTIFICATION AND PERMISSION
. TO ENTER ON LAND .
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program..
I further 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
project
This is the /9 day of /OtJ41''Qo2 9192.6
x C4aevrr
Landowner r Authorized agent
?Jt i ce: -?..? L? -?`
.NOV 2:1 1992
DIVISION OF
COASTAL MANAGEMENT

4
12189
4 -% 17 ,t.
1?,a
Nuv 1992
DIVISION OF
COASTAL MANAGEME N ,,,,
11 IL I-
cau W_.,
Of's tor
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PLOT PLAN
for
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LOT __._ ..-._ • GT;4N SNMISKa4i
TOWNSHIP NEW HANOYER C N. C.
DATE.---;!°? -1
SCALE-.!
JACK G. STOCKS
N.C. RcgitMdHom Na. L•15A
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DIVIS'DN OF
COASTAL MANAGEMENT
DREDGING OF ACCESS
CHANNEL AND BOAT BASIN
At: Wrightsville Beach, North Carolina
New Hanover County
By: Coastal Deep Water, Inc.
216 Land Line Drive
Wilmington, NC 28403
R/w
sniotbPm otto°t"sio -7
I
Ate." waT?& 4.0 _
6,D
EXCAVATE FOR DIKE N t
TYPICAL SPOIL AREA SECTION
MOT TO SCALE
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H t Gtr W "Tt:R? (a0
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= VARibs
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Approximately 800 -1000 yards
of spoil to be removed.
Spoil Will be Trucked out and placed on high
ground. Address of Spoil Site:
O. D. Buck, Owner
8124 Market Street
Wilmington, North Carolina 28405
I
FILTER
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B-1
DREDGING OF ACCESS
CHANNEL AND BOAT BASIN
At: Wrightsville Beach, North Carolina
New Hanover County
By: Coastal Deep Water, Inc.
216 Land Une Drive
Wilmington, NC 28403
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charles Hunter
2. LOCATION OF PROJECT SITE: Adjacent to the AIWW at the mouth of Bradley Creek at
311 Bradley Creek Point Circle in New Hanover County.
Photo Index - 1989: 174-4, 8-r,s,t 1984: 18-227, 19-o,p,q
State Plane Coordinates - X: 2356800 Y: 169600 p N
L I
3. INVESTIGATION TYPE: CAMA/D&F
7
-- i?)93
1
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/1 /92
Was Applicant Present - Yes-agent WETLANDS CW6_1 -1
HATER UAIR StCT01
5. PROCESSING PROCEDURE: Application Received - cc: 1 /21 /93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - None
(F) Type of Structures: Existing - Residence
Planned - Pier, dock, lift, basin, access channel.
(G) Estimated Ann,)-' Ratn of Erosicn: NIA
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Si)artina ap tens, Juncus roemerianus, 300 s.f.
Distichlis s icata mixed with Spartina
alterniflora
Spartina alterniflora 3228 s.f.
(B) Non-Vegetated Wetlands
(C) Other Open Water 1840 sf
Shallow Bottom 4650 s.f.
High Ground 2.4 ac.
(D) Total Area Disturbed: 10,018 sf in AEC, 2.4 ac. outside.
(E) Primary Nursery Area: NO
(F) Water Classification:SB Open: NO
8. PROJECT SUMMARY: Applicant proposes to construct a pier complete with dock and boat
lift to a point where he can excavate a protected basin and access channel.
Charles Hunter
Page 2
9. PROJECT DESCRIPTION 1/25/93
The project site is located at 311 Bradley Creek Point Circle in New Hanover County.
This is adjacent to the AIWW at the mouth of Bradley Creek on the northwest side.
The community is residential. The residents on the Bradley Creek side have piers for
water access. On the waterway side this has been somewhat less practical because of
the expanse of marsh. The property two lots to the north has a dredged basin and
channel through the marsh.
The project site is a .75 acre lot, with 162' of water frontage. This lot is high ground,
averaging 8' above mean sea level, with a residence existing.
The waters of Bradley Creek and the AIWW at this point are classified SB by the
Division of Environmental Management. The area is not designated as a Primary
Nursery Area, and is closed to the taking of shellfish. The New Hanover County Land
Use Plan classifies the project area as Conservation.
The applicant has proposed to construct a pier with gazebo, a boat lift with floating
docks, and a boat basin with access channel to the AIWW. To put into place the legal
riparian corridors on this site forces the adjacent corridor directly across the
grandfathered basin to the north. Therefore, it was determined that the corridors
would be position-1 perpendicular to 'he shoreline until the marsh gives way to opPr
water. At this pohit, the corridor will cure to be aligned perpendicular to the channel.
The applicant begins his pier approximately 35' south of his northern property line.
The pier will cross approximately 54' of mixed marsh S artina alterniflora, uncus
roemerianus, SSpartina patens, and Distichlis s_l2icata). It will cross SSpartina alterniflora
marsh for approximately another 294' before encountering an unvegetated tidal pool.
The pier continues across this pool for approximately 80', with an elevated span across
the most navigable area. The most navigable portion of this pool in + 1' mean low
water. The pier will be elevated to +6' mean high water for a span of 12' at this
point. The pier continues for another 174' across S artina alterniflora before changing
directions. Now perpendicular to the channel, the pier crosses approximately 74' of
Spartina alterniflora, and continues for approximately 102' into open water, or to mean
low water.
There is a 16' x 16' gazebo proposed at the waterward end of the pier. A ramp will
extend for 10' to a floating dock system. This system will consist of an 8' x 14' float
attached to a 6' x 40' float in a backwards "L" configuration. There are two mooring
pilings associated with this structure 12' to the north of the float. Nestled in between
the 8' x 14' float and the gazebo is a 10' x 10' boatlift.
Charles Hunter
Page 3
9. PROJECT DESCRIPTION - Continued
The total length of the structure will extend approximately 170' into a body of water
approximately 600' across. It terminates greater than 85' from the near edge of the
federally maintained channel, as the basin itself terminates 85' from the channel. The
project should come no closer than 20' to the adjacent riparian corridors.
Because the water depth at this point varies from 0' mean low water to -3' mean low
water, the applicant also requests the excavation of a basin and channel. This area is
comprised of a sandy bottom, and is in close proximity to the AIWW; however, it has
never been dredged. The area is not Primary Nursery.
The basin is proposed to the dimensions of 60' x 60', and to a depth of -6' mean low
water. From the basin a channel continues to the -6' mlw contour. This access
channel is approximately 30' in width and 35' in length. The adjoining waters grade
from -6' mlw to -12' mlw. Approximately 700 - 750 cubic yards of material will be
excavated to reach the desired depth of -6' mean low water.
This. dredging will be executed by dragline to barge. The spoil will be carried to an
inland high ground site identified by the applicant. This is an existing spoil site, and
there is permission on file from the landowner for spoil placement. The spoil site is
approximately 150' x 700'. The applicant proposes constructing a dike wall, 4' x 4' to
contain the spoil on site.
10. ANTICIPATED IMPACTS
The proposed pier will shade approximately 300 square feet of mixed marsh, and
approximately 3228 square feet of Spartina alterniflora. The structure will incorporate
approximately 1840 square feet of open water. The dredging aspect of the project will
require the disturbance of approximately 4650 square feet of sandy, shallow bottom
(700 - 750 cu. yd.). This has not been previously dredged, but is not designated as
Primary Nursery Area, and is adjacent to the regularly dredged federal channel. The
fill will be placed on a 2.4 acre high ground site.
The project should pose no threat to navigation as it meets the 1/3 rule, and is greater
than 85' from the AIWW. The applicant has allowed for access through the ponded
area by a 12' elevated span in the pier. The project will not come within 15' of the
adjacent riparian corridors.
Submitted by: T. Barrett Office: Wilmington
ricz ;erype orprun. t;arenuly oescrim au anuctpatto
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
77
g nE-
a. Name_ U2 CHFI /ZLEJ. Hyn ii1rn_ D
AddMss 311 Bafttc-zC2ak A r 6Aezc
City GkKi,^ 6_111v\ State Nl C.
Zip /d Yb 3 Day phone p S6 - 3t)6 a,
r/ Landowner or Authorized agent
b. Project name (if any)Yt l?erL/e>-,ink oock,
1 ';i klFf, 13o);;' 13 R s? w
c. If the applicant is not the 1 ttowrzr,-VsoVvr-ihc,
owner's name and address. ?L
DIVISION O
_ nnnc+?-n1 ?'rnirr?CnaC:?l"?'
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road pumber
3/1 BR nj Gcy CO/II- ^k D)--r e1rtc/F
b. Ci?y, to,,\m, community, or landmark
1 /LM Arc
c. County NEW NAN,008L
d. Is proposed work within city limits or planning
jurisdiction? N5 .
e. Name of body of water nearest project
fi-r4 0
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
A. Describe all development activities you propose (for
example, uildin a home, motel, marina, bulkhead,
or pier). F1612 Lo ilNk OOQ 0wrt / PT
AO,gT 13PJ/n x,l 114 4c( 6i CHA WL
If you plan to build a marina, also complete and :
attach Form DCM-MP-2.
b. Is thWroposed activity maintenance of an
existi, roject, new work, or both?
Z_ lid
c. Will the project be for community, private, or
commercial use?
piLt?
d. scribe the planned use of the project.
fi4UA1Z 11AIC,15- FR'ML1 Qef-T 13OC.k.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3??/ l}G2L
b. Size of individual lot(s) l6a ?xa???
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
d. Soil npc(s) and texture(?of u-act
tWn -t- 0)a1 SolL
e. Veggetationontract 2)Wn to-f 0A-X lr?
4-,C ?e" sG?wi n A.
f. Man-made features now on tract : f fl' =
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation -/Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
PC-5,nL-n?-7)a, I -
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? Mb If so, by whom?
12/89
5• UPLAND DEVELOPMENT
Complete this section if the project includes any 1 d
development
a. Type and number of buildings-, facilities, or M. Wate, supply source
structuresproposed
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
b. Number of lots or parcels public beach accessways or provide new access.
C. Density (Give the number of residential units and the
units per acre.)

1992
d. Size of area to be graded or disturbed o• If the project is on the oceanfront, what will be. the
P"4 4' =! OF elevation above mean sea level of the first habitable
If the proposed project will disturb m?Oite h'1P??;AG F=;?piior? -
e
.
acre of land, the Division of Land Resources must -
rcceive an-erosion and sedimentation control plan at
Imst 30 days before land disturbing activity begins.
6 EXCAVATION AND FILL
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land INFORMATION
Resources?
a. Describe below the purpose of proposed excavation
f. Give the percentage of the tract within 75 feet of or fill ac'.ivities (excluding bulkheads, which are -
mea.*t high water to be covered by impermeable covered in Section 7).
su7 aces, such as pavement, buildings, rooftops.

h
Length Width Dept
g. Lis: the materials, such as marl, paver stone, asphalt, Access channel
or concrete, m sec'. -for paved (MLW) or (NWL) 5? 3 •? ?t(;;,, ??'
Boat basin ho" O, 6
h. If applicable, has a stormwater management plan Other (break-
Er 9 ?8
bean submitted to the Division of Environmental water, pier,
l G
ML--iagement? boat ramp, c;Atr b
, ,
za B
,
/vnls
rock jem) 3
i. Describe proposed sewage disposal and/or waste n?L?Fr 01
wa:er treatment facilities. Fill placed in
wetland or below
MHW /VU "
Have these facilities received state or local approval?
I' - Upland fill 00

SD 7
areas - V2&6KE0 1-b
alenal to be exrnvated frnm below .F;
A
k. Describe existing treatment facilities. unt o m
b.
?`'" y"s.
water level in cubic yards %sb
c. Type ofmaterial
d. Does the area to be excavatO include marshland,
1. D-,.scribe location and type of discharges to waters of swamps, or other wetlands? ?O
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash a High ground excavation, in cubic yards
down").. Ato NE
2 '
12189
L -Dimensions of spoil disposal area / i
g. Lo tion of spoil disposal area 801 /Y1Au` S'1t:
IL Do you claim title to the disposal area? AID
If not, attach a letter granting permission from the
Owner. ?f3Cr?cb
i. Will a disposal area be available for future
malriteriance? \/?3
Ifso,whem? i t/S7M? .SPnILSi-J?=
J. Does the disposal area include any marshland,
swamps, or water areas? N?
k. Will the fill material be placed below mean high NIA
wain
1. Amount of fill in cubic yards NJ?
m. Type of fill material ?'f A
n. Source of fill material Nl p
o. Will 511 material be placed on marsh or other
wetlzids?
p. Din:erisions of the wetland to be filled
Nl?
q. idov. will exc:av,ot-:d cr fill material b.: k :pt ,r site
and erosion controlled?
170rt1,E:_, FFt.0071 NO T2,-+ C b /}N
'feiL s/ fE
r. Wha:type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Q/Z I+CLJnC '8A-CC0NF en IY3A&-
s. WiL' wetlands be- crossed in transporting equipment
to project site? A/ D If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION NA
a Length of bulkhead or riprap
b. Average distance waterward of mean high water or
normal water level
22189
C. Shoreline erosion during preceding 12 months, in
feet
d. Type of bulkhead material
e. Amount of fill, in eubleyards; to be pleoed.belo.
mean high water `
f. ;Type of fill material
N??-:.' 1992
8 ADDITIONAL JdF
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the projecL
An accurate work plat (including plan view and cross -
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawi::i _ ure prtferred and
only high quality copies will be accepted. Blue-line Zr)
prints or other larger plats are acceptable only if 0 high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater managenient plan, if applicable, that
may have b6.e.n developed in consultation with the
Division of Environmental Management.
A list of the names and complete.ii ddresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3
.,Name 1111 ,UJMfv1C
Address 30 T V20M 1 Crrx PD?tiT- C1ILL6
• ?J,L?•,n6r?:,hC ZY.YQ3
Naive Inn, S'
Address 3/1 ;6A0W -162k1-X >J1 TG,?zct-i5
Name`
Address
A list of previous state or federal per-mits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
Lnd k-Jet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
mtnt eonumenting compliance with the North Carolina
I_xrviroamental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
. TO ENTER ON LAND
Any permit issued in response to this application will allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit. .
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program..
I further 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
project
This is the/? day of AWZN mot. ,19
x rJ, kJ2, (Menn-
Landowner r Authorized agent
f-
+--• ri -'- -7
h0V 1992
DIVISiu `J OF
COASTAL RPAIVAGEM M
.
4 12189

jo ?
NLJV 1992
DIVIS!',.)N OF
COASTAL. N1?'."vr,CE?IE?,

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PLOT PLAN
for
MTW
kJ'I
LOT ----.-SECT1004 few
??_-. -T TOWNSHIP NEW HANOVER C N.
DATE
SCALE=- 1-? JACK G. STOCKS
N. C. Registrat+op, No. L•856
17 t I '16 ci ?eFT
7 APO
wP
PP
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'n D

FIXED BRIDGE
74 RUTH HOR CL 25FT
VERT CL 8FT \
419
LE 9RIDG
H R C L 90F T
RT CLIAT CENTERI ?OF '
OVHD /WR CABS
-AAJTH CL 72FT
ngfi ulilk
Scapt Qaz
421 N S ?,Z7
O /
151 N? ? ,,' •
Li
NOV 1992
UIVIS'ON OF
COASTAL MMAGEME.NT

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9 40
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a OR CL58P
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39
DREDGING OF ACCESS
CHANNEL AND BO I BASIN
At: Wrightsville Beach, North Carolina
New Hanover County
By: Coastal Deep Wester, Inc.
216 Land Line Drive
Wilmington, NC 29403
"DAD R/w
SPOIL PLACED BY TRUCK
GRADEb AND GRASSED -,
KE I
?FASRIC FILTER
%1wu wad 4.0 _
i-r,W WATtf; = 0.0
.1
-boo
i SECTS oI-? A 1
N?G111 WAZ'rFRto
LOW WATER =:0
VnRit;s
s? J C3 -1
E- 30 0

G') p - e
-.I
EXCAVATE FOR DIKE ---- e`er? FENCE ALL AIIOUMD
TYPICAL SPOIL AREA SECTION
NOT TO SCALE
? t.
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H?
- 6.0
s>?c-t-tol..1 A-?,.
Approximately 800 -1000 yards
of spoil to be removed.
Spoil Will be Trucked out and placed on high
ground. Address of Spoil Site:
O. D. Buck, Owner
8124 Market Street
Wilmington, North Carolina 28405
DREDGING OF ACCESS
CHANNEL AND BOAT BASIN
At: Wrightsville Beach, North Carolina
New Hanover County
By: Coastal Deep Water, Inc.
2,16 Land Line Drive
Wilmington, NC 28403
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JAN 1993 .14 DIVIS.ION? OF
COASTAL.. MANAGEUEN ,

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