20000245 Ver 1_COMPLETE FILE_20000208

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 23, 2000
Onslow County
DWQ Project #: 000245
APPROVAL of 401 Water Quality Certification
Mr. Roger Ingram
178 Big Hammock Point Road
Sneads Ferry, North Carolina 28460
Dear Mr. Ingram:
You have our approval, in accordance with the attached conditions, to place fill material in 460 square feet of
wetlands for the purpose of stabilizing a shoreline and expanding a dock at lot 11 and 13 Bluff Street, as you described in
your application dated February 2, 2000. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3112 In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre or total perennial stream fill exceeds 150 feet, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as
otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-9646.
ince ly,
Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File copy
Central Files
Doug Huggett; DCM
000245.1ngram
Division of Water Quality - Non-Discharge Branch
1621 Mail Service Center Raleigh 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
!',,JAMES B. HUNT JI

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
January 24, 2000 © ti
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Ingram, Brown, and Fountain; c/o Roger Ingram
Project Location: Onslow County, adjacent the New River, at lots 11 and 13 Bluff
Street, south of the US 17 Bridge in Jacksonville, N.C.
Proposed Project: Proposes to construct a bulkhead requiring the filling of 460 square
feet of Section 404 Wetlands, and to expand a 4 slip private dock into
a 6 slip dock.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 14, 2000 questions regarding the proposed project, please contact Tere
Barrett at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE 2,31-
U MOREHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Ingram, Brown, and Fountain
Project Number 00 0100
Recvd From DCM
Received Date 2/2/00 Recvd By Region
Project Type bulkhead
County Onslow
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. 00
(AMA F stream P-17-(D _NF_F 19-(10.5) r SB HQW 30,502. rF F_
rr-
I - O Y 0N
Mitigation Wetland
MitigationType Type Acres Feet
I F__ I F_
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 344452 Longitude (ddmmss) 772608
Comments:
That the prof .ct he none in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTLI_
cc: Regional Office
Central Office Page Number 1
Facility Name Ingram, Brown, and Fountain County onsiow
Project Number 00 0100 Regional Contact: J. Steenhuis
Date: 2/21/2000
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Ingram, Brown, and Fountain; c/o Roger Ingram
2. LOCATION OF PROJECT SITE: Adjacent to the New River in Onslow County at Lots 11 and 13 Bluff
Street, south of the US 17 Bridge in Jacksonville, NC.
Photo Index - 1995: #32-405, Grid #M-9& 10 1989: No Photo
State Plane Coordinates - X: 2470000 Y:367400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 21, 1999
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 06, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Jacksonville
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Docks yes, Bulkhead no
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned -None
(F) Type of Structures: Existing - Dock, Bulkhead
Planned - Dock extension, Bulkhead extension
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION:
[AREA]
nViPiTI(-Till rn T U7-% T?Tnnnn

(A) Vegetated Wetlands
Delineated Section 404 Wetlands s

460 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 4000 sf
Open Water 2176 sf 11
(D) Total Area Disturbed: 6636 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: SB Open: No
8
PROJECT SUMMARY: Applicant proposes to construct a bulkhead requiring the filling of 460 square
feet of Section 404 Wetlands, and to expand a 4 slip private dock into a 6 slip dock.
FIELD INVESTIGATION REPORT:
Ingram, Brown, and Fountain
Page 2
9. NARRATIVE DESCRIPTION:
The project site is a .27 acre vacant tract located adjacent to the New River at Lots 11 and 13
Bluff Street, in the City of Jacksonville. The western lot has been used for parking, and has little
vegetation, most of which is typical of high ground grasses and trees. This lot is stabilized with a
traditional bulkhead wall. The eastern lot is vegetated with transitional vines and shrub scrub
vegetation, with designated Section 404 Wetlands consisting of Smilax W., Taxodium
distichum, and Liauidambar styraciflua. Coastal marsh occurs nearest the river, consisting of
Typha spp. and Spartina Cynosuroides. The property averages +11' msl in elevation. This
property is owned by four partners, and is used for the docking of and access to their boats. On
the western lot, and extending across the riparian corridor of the eastern lot, is a four slip dock
which was authorized under CAMA General Permit 18459-C. The New River at the project site
is ±390' across, approximately 4 nlw at the shore and -7'4" nlw at the dock terminus. The
property is serviced by municipal water and sewer.
The Jacksonville Land Use Plan classifies this area as Developed, with all AEC's classified as
Conservation. This portion of the New River is closed to the taking of shellfish for consumption;
the river carries a water quality classification of SB; the area is designated by the Division of
Marine Fisheries as Primary Nursery Area. The property width is 140'±.
The applicants propose to stabilize the eastern lot by connecting with the wall to the west, and
following the delineated Section 404 Wetland line for the first 73', continuing another 47' to
connect into the wall to the east. This will require the filling of ±460 sf of the above mentioned
wetlands. No coastal marsh is within this alignment. The applicant has not attempted to recover
the wetland portion of his property except in this area, which he felt was necessary to keep
existing trees that are helping to stabilize the site. The purpose of the bulkhead is not only to
stabilize the property, but to protect the street, which is beginning to show signs of subsidence,
from future erosion. The proximity of the wetland escarpment to the road is ±40'. The total
bulkhead length is 120'.
The applicants are also proposing to increase the size of the docking facility from 4 slips to 6
slips. The specific design will remove 4 existing pilings, and add 2 on either side for the new
slips. The parallel dock will be extended to each side, 15' x 3.2', with a finger dock on each end,
22' x 3'. The structure will extend to 3.15' from the adjacent riparian corridor line to the west
(waiver on file), and will terminate 43' from the corridor to the east. The total decked area
existing and proposed associated with this dock is 484 sf. There is a grandfathered structure over
the water on the property to the east of the project site, which interferes with the riparian corridor
of this property. Both property owners have worked around this, and it does not appear to be an
issue. No portion of the structure will extend waterward of the existing facility. The project is
intended to serve a private use.
10. ANTICIPATED IMPACTS:
As proposed, this project will require approximately 300 cubic yards of material to fill 4000 sf of
high ground and 460 sf of Section 404 Wetlands. The Public Trust Area incorporation posed by
Ingram, Brown, and Fountain
Page 3
the enlargement of the docking system will be approximately 2176 sf, with 228 sf of this in
decking coverage (total decked area with existing will be 484 sf). The structure will allow for
the dockage of 2 additional vessels, for a total of 6 boats. Water depths and water body width
should support this use without additional ongoing impacts. Temporary turbidity increases can
be expected during construction.
T. Barrett January 24, 2000 Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. Cicy town, community or landmark
ckS©Al ?,`J 0
a. Landowner:
o"? A;
Name
Address gie Amnoce Afdf •
41,
City -, /W-406S State C:
Zip O Day Phone _//? -32 ?C??``??
Fax 2m) "3? 7 ©&61
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
Fax
c. Street,address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? _-A- Yes No
e. Name of body of water nearest roject (e.g. river,
creek, sound, bay)111?G/ A/ ill; e
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
145 71W q dVZS s_
W, tf r1 e,,? cd/f r /e I ";J f o b?.zt
b. Is the proposed activity maintenance of an existing
project, new work, or both? def,4
c. Will the project be for public, private or commercial
use? Z*1 V/7 Ae .
c. Project name (if any)
NOTE. • Permit will be issued in nano of kmdowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
d
Revised 03/95
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, vlease attach
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size,of entire tract //.5?5,
b. Size of individual lot(s)
c. Approximate elevation of tract above NUM or
NWL
d. Soil type(s) and texture(s) of tract
A9vc?l' od So: l
e. Vegetation on tract :23- , Veees ; ,Brash
f. Man-made features now on tract _y_1 P / oA)
',,Z of fh o pr,o.a2t - 12 Vc1C Wt fh Fv?1 r SIBS,
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
conservation
eveloped
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
Ry_
i. Is the proposed project consistent with the applicable
zoning? _ Yes No
(Attach zoning compliance certificate, ((applicable)
j•
Has a professional
done for the tract?
If yes, by whom?.
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _k- No
1. Are there wetlands on the site? Yes No
Coastal (marsh) Other_
If yes, has a delineation been conducted_
(Attach documentation, if available) 5,w- col?Lbt
archaeological assessment been
Yes __,*- No
m. Describe existing wastewater treatment facilities.
l±? I ? a.- 1tyR.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
_51)a-4C e )eV A] OEE Flom S i v-e e?-
o. Describe existing drinking water supply source.
Gr fy i,JA?!!
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following 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 properties. 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 project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.020' ) for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army 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
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has - been provided.
Name od"ezP,? /
Address A6
Phone e "! 416 60
Name Zz- 111, `ld
Address - ae
Phone e-,,
-,gc/?fo? ?ru?j
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
C42 1 g?59- 0 .
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
"Vis ov
This is the day of , b%9 b
Print Name er ,?
Signature 4??Z4??
Lando r or Aut zed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment In the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this os roject.
a. Dock(s) and/or Pier(s)
(1) _ Commercial Community Private
(2) Number Z
(3) Length - I
(4) Width
(5) Finger Piers _ Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Ye No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed v2
(8) Proximity of structure to adjacent riparian
property lines _11_7111?r 3
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL ZFt 4-" "
b. Boathouse (including covered lifts)
(1) rnmrn urn: nl
(2) Length
(3) Width
Private
C. Groin (e.g. wood, sheetpile, etc.)
(1) Number
dA (2) Length(s)
Np
Breakwater (e.g,
(1) Length
(2) Average
wetlands
(3) Maximum
wetlands
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or
e. Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(4)
(5)
(Color, inscription, size, anchor, etc.)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
Mooring structure (boatlift, ooring pilin s ?t .)
(1) _ Commercial -Community !Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
7.7 47(indoe- / P.
9? 'e rz?Trlg^
Applicant or Projec N
D
Signs
dDD
Date
- I

i

I
I
I.

I

-
DO
-

I

j?
_ 0 Ii

i'
x _
A
a
ill
i

IN,

? j
I
° i

1 (r1 1.?? 1 1 ? 1 !li 1 1 ? i ? ,p'?EW, i 'P - ? }6 ? i ? ? ???^?
Cf)
0 AIM
v
N 1 ; ? % /, ? ?r r'' ?? q Jc .. d. ,_ ``mil ., ,; ?..?,e• ,.. /. ,....??
J
N o i
ae d ( ' . a.xo' d 1
CID
N 1. r I ' 1 1 , Z t 1 1 1'? 1,
-?- ';ad„e,r /1' - ? a°? 7fi - r ? 1. 1, . , ? -?'In ?? ? ;'1 P? ;
?" ,,.---- ? i I ? ?11 ? 111.1 ? 1i t
r ?? 11 1??( 11 1 1 1
Kill
0
CD 0
x Ie
C?•. ti° a Z/ ?\ ` \?, .. `1 try,
L
y pl \ '}. ,y .rl,? r Y ? .. ? '. ^ `/?nr ? x ocw? ?; / '! ? ?'f Rt rd'•.
cr)
ftft
off. a r 1 ? ! (+ , ?` : \ 1'•A . ,1 1 -- `
43
} \ r • 1 tQ1 .
44
! ?'? 'j.??'O'' ?!1 ?4? ? `? In ?? ? a- ? r i 1= ` ?C1, r ' ? r 1+ I I '! \ r, / ? s
//.r"'•?• ?`1 \1 rl h `J /Q ?I ?1r1 'ISa) +il 11 1 3. r d
1\ / 1 11 F
[q „ z
Q ---b d? ri? Lp
`SSNwd 3nooo eL abeduo enuliuc
s ?
>? Y v
'Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Length Width Denth nenth

^? { fi

Yf s
r]?yti3F"v? {??@]??

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
? Bulkhead Riprap
b. Length _ /g,
c. Average distance waterward of MHW or NWL .
0
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
D
(Source of information)
f. Type of bulkhead or riprap material
- T/1E-A7eD La.h6,? r
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap /
(2) Bulkhead backfill _ ,3?D c;v ?ft? S
h. Type of fill material Tps'?; f
Source of fill material T v•s ,?
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
*_ Yes No
If Yes,
(1) Amount of material to be placed in the
water 0
(2) Dimensions of fill area /oo ti 4, d
(3) Purpose of fill
b. Will fill material be lac in coastal wetlands
(marsh), SAVs or ther wetlan s.
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
v
b. What type of construction t will be used
(for example, dragline, backhoe or hydraulic
dredge)?
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes _;'f- No
If yes, explain steps that will be taken to lessen
environmental impacts.
/LOs¢Zr ? ?y/'.rt,-L
Applicant or Project Name
l
Sig ure 101
Date
Revised 03/95

I
I
I
I
I
I
I
I
I
441
FROM 5 (EPK AT CL R
\
INTERSECTION OF No. I ?ti FLOW
I STREET AND ANNE v, o

STREET) TO 7 (EIS): PP
I w
??
N73°25'35"W 31.37' v EPO
y
FROM 7 TO 26: I EP
O
O`'
N13°47'34"E 226.50 EPO

FROM 7 TO 39: I
3.0'
:
3.2'
N27°40'45"W 169.53' 1
3
1
T o
°
'
°
I
1
.
5 FEE _
o
I o

I o I REMOVE
THIS
I o a -
?o
I ? N PLING
Nl a0
O 10 N 2 _9
?` N
O PP /5'
I I a EP
L
i5.o1
L
11
G?
QOM
I
01
ri CP
I
I WIDE AREA IS 1 /0, o I
g
°?° I SHOWN ON DB 106
I
1 MBC
\ s l y I
PR B I
- -
I PG 501 AS A R/W
I 1 6
6 - -
o
CAMA
I
X OF NO. I STREET.
l (s a MP
/METER POLE ?o LAMA
?0
c9? I
\ I I
/
9 \
3 I
$ I I
6°?-RR
? I I
I
e x I I ?_'--?
? R ? I
•

2 I
I
I TRACT ONE
oFENGREPRfF,
R
oI
/NEfRSNTS ccRP
PR B I
x I
MAGNOLIA TREE
I 11 S
FOR B SORIEY I
P h 0.27 ACRE
I
P Ir I
I I
X1 -9I6-GUAR TREE - I I -
I
o?-Q? hl
` w
X00 v I
?I
Psr ?I
Fps I
r I
TIN BUILDING IS BUILT
% OVER NAVIGABLE WA
0
?
00
2
4.
v?
mI 66 Nis °26 4V HIGH
6 RR B 6. kA>FR N53* 19'54"E
-o-4- THIS 50 FEET PR B 40•69 4ipE ?(b 12.01 ' Ns27e9 5"E
NEW RIVER
NAVIGABLE WATER
EP006
EP ,,'b
PP " PROPOSED PLING
EP • EXISTING PILING

32' Y EP 10 o
v
3.0' O
W
REMOVE THESE
m ?
I o I TWO PLINGS,
u Cr
a O (V
O _ O
EXlS77NG 91)t D 1 e.0' N EX/S7-ING DOCK 31 B 0 I ?a N
? N I 401 N67° d 17.4' 15.0' IEP EP
N NIH 05 06 "E 59.3o , 'd 3 17,4' - _ I 15 \1?1
Z I _ - - 1ep'- f OPP
I
- - - ZONED RD-5 I g
39 _ I - - I
NIP I x - -
I
3 I
v ?I
ti
z I
I
I
I
I
I
13
I
I
I
I
I
I
I
I
I
I
I \`??unururrn?,.
..... ,
`?`???,PpFESg7 •.????.?,
SL?AL
m2 ---P 0
oQ='C?
10' - - -
pW
O8
N ?
n
y
NIP
?d
h
z
J
W
J
0
U
MBL -
CP S6 y-
2°15'00"W
150.0p' I EIS
BLUFF STREET \ R,- W
MAG NAIL SET LP -
IN CL OF ASPHALT.
30' RAW AS PER DB
CIO
.?/ ,SURvEl.•??``?`? t)70 PG 519
RAW
I POINT 41 IS AT
1-77 I ELEVATION 9.98' NGVD'29. e? - N62°42`21-E - - -
I EIP 50.58'
0
a
CD
O
m
0
O`
uJ
U.j j?t
Q
cr)
a:
0 0
z LO
,,,1111,11/
"\-\ CAROB',
;o?, ?"ESS Io ,,
SEAL = -
o L -3090 ¢:= co
'• 2j ° SURD
l ? ?--e--- 1 I - I - 99
SU FOUNTAIJ.CRD 122 PL I .81 TE
WO 133-33
06 06
I
I THE LOCATION OF THE RIBBONS WITHIN TRACT ONE ARE ADDED TO THIS PLAT BY DENNIS L.
MANNING SURVEYING ON FEBRUARY 22 1999.
I THE RIBBONS WERE SET BY CAMA and CORPS OF ENGINEERS.
I LEGEND FOR THE POINTS 60 THRU 69, AND 71 THRU 72. NEW RIVER
I PR B = PINK RIBBON HUNG IN BUSHES.
I CAMA PINK RIBBON ON WOOD STAKE, CAMA, COASTAL WETLANDS. SITE
I RR B RED RIBBON HUNG IN BUSH, X I BLUFF STREET
I MP • METER POLE
PR W - PINK RIBBON ON WOOD STAKE.
I POINT 71 IS PINK RIBBON ON LARGE GUM TREE.
I POINT 72 IS PINK RIBBON ON MAGNOLIA TREE. ANNE STREET -
I MIMINMUM BUILDING LINES ARE PER ZONING ORDINANCE (RD-5). VICINITY
NOT SCALE
I
I
I LOCATION OF EXISTING BOAT DOCKS and SITE PLAN FOR PROPOSED DOCKS for:
I RONALD SHELTON BROWN, JOHN DEAN FOUNTAIN, and ROGER RUSSELL
I INGRAM.
I
I JACKSONVILLE Twp., Onslow County, NC
I Source of Title: DB 1393 PG 342.
I Restrictive Covenants in DB: UNKNOWN.
I Tax Office Parcel I.D. Number: 410- 102.
Street Address: I I BLUFF STREET, JACKSONVILLE, NC
I Date: NOVEMBER 1, 1999 Scale: I inch = 20 feet
I
I LEGEND: EIP = existing iron pipe, EIS = existing iron stake, CL = centerline, NIS = new iron
I stake set, NMAG = new MAG NAIL set, CP = computed point, MBL = minimum building line, LP =
LIGHT pole, All unlabeled points are computed points or non-monumented points.
I
I Ratio of Precision = 1:10,000+.
I Surveyed by: DENNIS L. MANNING PLS L-3090
I Dennis L. Manning Surveying, 493 Coston Road, Richlands, NC 28574-7145 Phone/Fax
I 910-324-1447
20 0 20 40 60
-- - --_ I- - -- -
GRAPHIC SCALE - FEET

N -`
?••••?? January 24, 2000
l ?
JAMES B. HUNT JR.
GOVERNOR
AlEMO ANDLT_M:
TO:
WAYN6 MCDEVITr
'BItCRKTARY
FROM:
.SUBJECT:
DONNA D. MOFFITT Applicant:
DIRECTOR
Project Location:
NORTH CAROLINA DEPA M OF
ENVIRONMENT AND NATURAL R s
r T_- DIVISION OF COASTAL
sL.?
o 1? Mr. Ken T. Stevens, Director O? OF?Y
Division of Water Quality RAC 4,4T QU
Doug Huggett SOFFjC?Ty
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
01)
Ingram, Brown, and Fountain; c/o Roger Ingram _, 0o
Onslow County, adjacent the New River, at lots 11 and 13 Bluff
Street, south of the US 17 Bridge in Jacksonville, N.C.
Proposed Project: Proposes to construct a bulkhead requiring the filling of 460 square
feet of Section 404 Wetlands, and to expand a 4 slip private dock into
a 6 slip dock.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 14, 2000 questions regarding the proposed project, please contact Tere
Barrett at [phone]. When appropriate, in-depth comments with supporting data is
requested.
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
fi
DATE
MOREHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 Oq POST-CONSUMER PAPER
cEs
MANA MENT
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Ingram, Brown, and Fountain; c/o Roger Ingram
2. LOCATION OF PROJECT SITE: Adjacent to the New River in Onslow County at Lots 11 and 13 Bluff
Street, south of the US 17 Bridge in Jacksonville, NC.
Photo Index - 1995: #32-405, Grid #M-9&10 1989: No Photo
State Plane Coordinates - X: 2470000 Y:367400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 21, 1999
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 06, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Jacksonville
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Docks yes, Bulkhead no
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned -None
(F) Type of Structures: Existing - Dock, Bulkhead
Planned - Dock extension, Bulkhead extension
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
Delineated Section 404 Wetlands
460 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 4000 sf
O en Water 2176 sf
(D) Total Area Disturbed: 6636 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Applicant proposes to construct a bulkhead requiring the filling of 460 square
feet of Section 404 Wetlands, and to expand a 4 slip private dock into a 6 slip dock.
FIELD INVESTIGATION REPORT:
Ingram, Brown, and Fountain
Page 2
9. NARRATIVE DESCRIPTION:
The project site is a .27 acre vacant tract located adjacent to the New River at Lots 11 and 13
Bluff Street, in the City of Jacksonville. The western lot has been used for parking, and has little
vegetation, most of which is typical of high ground grasses and trees. This lot is stabilized with a
traditional bulkhead wall. The eastern lot is vegetated with transitional vines and shrub scrub
vegetation, with designated Section 404 Wetlands consisting of Smilax spp., Taxodium
distichum, and Liquidambar styraciflua. Coastal marsh occurs nearest the river, consisting of
Typha W. and Spartina Cynosuroides. The property averages +11' msl in elevation. This
property is owned by four partners, and is used for the docking of and access to their boats. On
the western lot, and extending across the riparian corridor of the eastern lot, is a four slip dock
which was authorized under CAMA General Permit 18459-C. The New River at the project site
is ±390' across, approximately 4 nlw at the shore and -7'4" nlw at the dock terminus. The
property is serviced by municipal water and sewer.
The Jacksonville Land Use Plan classifies this area as Developed, with all AEC's classified as
Conservation. This portion of the New River is closed to the taking of shellfish for consumption;
the river carries a water quality classification of SB; the area is designated by the Division of
Marine Fisheries as Primary Nursery Area. The property width is 140'±.
The applicants propose to stabilize the eastern lot by connecting with the wall to the west, and
following the delineated Section 404 Wetland line for the first 73', continuing another 47' to
connect into the wall to the east. This will require the filling of ±460 sf of the above mentioned
wetlands. No coastal marsh is within this alignment. The applicant has not attempted to recover
the wetland portion of his property except in this area, which he felt was necessary to keep
existing trees that are helping to stabilize the site. The purpose of the bulkhead is not only to
stabilize the property, but to protect the street, which is beginning to show signs of subsidence,
from future erosion. The proximity of the wetland escarpment to the road is ±40'. The total
bulkhead length is 120'.
The applicants are also proposing to increase the size of the docking facility from 4 slips to 6
slips. The specific design will remove 4 existing pilings, and add 2 on either side for the new
slips. The parallel dock will be extended to each side, 15' x 3.2', with a finger dock on each end,
22' x 3'. The structure will extend to 3.15' from the adjacent riparian corridor line to the west
(waiver on file), and will terminate 43' from the corridor to the east. The total decked area
existing and proposed associated with this dock is 484 sf. There is a grandfathered structure over
the water on the property to the east of the project site, which interferes with the riparian corridor
of this property. Both property owners have worked around this, and it does not appear to be an
issue. No portion of the structure will extend waterward of the existing facility. The project is
intended to serve a private use.
10. ANTICIPATED IMPACTS:
As proposed, this project will require approximately 300 cubic yards of material to fill 4000 sf of
high ground and 460 sf of Section 404 Wetlands. The Public Trust Area incorporation posed by
Ingram, Brown, and Fountain
Page 3
the enlargement of the docking system will be approximately 2176 sf, with 228 sf of this in
decking coverage (total decked area with existing will be 484 sf). The structure will allow for
the dockage of 2 additional vessels, for a total of 6 boats. Water depths and water body width
should support this use without additional ongoing impacts. Temporary turbidity increases can
be expected during construction.
T. Barrett January 24, 2000 Morehead City
Form DCM-NWl
APPLICATION,
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
r ?`y /j A/
Name 11C?9 r m;??1, Fo? fl;.c/
Address ZI-X oia 11Rm nec-e At,44 A?d•
City WlC(E !1 State L
Zip O Day Phone Yle-3,? 76,5&
Fax 9i.P -3112 7 Dy-5'.0
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
Fax
c. Project name (if any)
NOTE: • Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County "Jlk(A)

b. Ci , town, community or landmark
?Jfh'SQ,J ?'17e,
c. Street, address or secondary road number
11%r13 B/,, a s 7:?
d. Is proposed work within city limits or planning
jurisdiction? -;,If_ Yes No
e. Name of body of water nearest ro.ect (e.g. river,
creek, sound, bay) _i??C</ V/ ,/,, ? ; e
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
10,
b. Is the proposed activity maintenance of an existing
project, new work, or both? 8eA?
c. Will the project be for public, private or commercial
use? z*/ V/7 ee
d
Revised 03/95
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract af.
b. Size of individual lot(s) 7S14So`. '"
c. Approximate elevation of tract above MHW or
NWL
d. Soil type(s) and texture(s) of tract
e, s??d To sue: l
11
e. Vegetation on tract 9 -4_5S, 77"r,P-es ; Bry.54
f. Man-made features now on tract gill g a ©N
o F F-A -e- or,o02 f-y - 0 OCK W,.T'h IAO,-
Slab
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
cfZD(eeveloped nservation Transitional
Community
Rural Other
h. How is the tract zoned by local government?
RD_ '
i. Is the proposed project consistent with the applicable
zoning?_ Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes -I- No
If yes, by whoml
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _* No
1. Are there wetlands on the site? Yes No
Coastal (marsh) Other ---)_
If yes, has a delineation been conducted?
094-
(Attach docunentadon, if available) 5,w- v
m. Describe existing wastewater treatment facilities.
(Ah
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
SiJK/-AC P /C/J AI OFF ER12 'rl S % ? e ea"
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following 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 properties. 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 project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army 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
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name AxA?l Z? o;g
Address A6 " a, c-",Z v ve?
Phone e "/ 416 l
Name /b /e
Address - xlle_
Phone s er
AIX> I/
?AG/CfD? ? T?PJ
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
C2 1859- 0 .
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of
Print Name
Signature
Agent
?'4 ofl
b?9 b
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate t 1 _
mmercial -Community _ Private
o
this os roject. (2) Number
(3) Description of buoy

a. Dock(s) and/or Pier(s) (Color, inscription, size, anchor, etc.)
(1) _ Commercial Community Private
(2) Number Z
(3) Length
(4) Width ?
(4)
Width of water body
,
(5) Finger Piers _ Yes No (5) Distance buoy(s) to be placed beyond

shoreline
(i) Number _
(ii) Length
(iii) Width . f. Mooring structure (boatlift, ooring pilings t .)

(6) Platform(s) Ye
)e• No (1)

(2) - Commercial -Community _ rivate

Number
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(7) Number of slips proposed .s2 g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian
property lines 3 5, aLzode. 2, &1d A/Na-c
Lo'
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL 7Ee- f"
b. Boathouse (including covered lifts)
(1) Commercial Private
f? (2) Length
(3) Width
C. Groin (e.g. wood, sheetpile, etc
(1) Number
d A (2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
I? (1) Length
N (2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Appli or Projec N
D
Signs
„?DDD
Date
? ? -?
? -__
it
i
-..__ i
`t
1 ? ___._....____
_. ? _- _.. _____. __._ ? f
0 ???111
?? J ___-
`\ ?
,1
i
' ?P
____
-----
....
--- --_
---
I
__-- _ --
---------------- --
_ _. - -- __
_._._
.--
_- _ _?_
__ _ _K
-- _?,-
__ _ ?.
?_
j?
• e
' • li.
i_.
• I
2
? t
t

? t

I
• i
I

i
It , tboba '"'I ;'i ?? +li?? 1 ; + „'/+_ I?ill + _.-r / ? ? / ? .? -?.. ? ? N ti r 4? .awr ':
1 I I + I ( 1 r ti-? } ?f or/_- f ? ?I t 1 1_ /G.••
(T i
l r ": i+?e ?, ?, ~\? c
N Q Z _ `\I awpr f^+\`` 8?.?` U r? ` ' I e •s I ??,' + `/ ?? \x •:'•? 1 \?-
?" C
3 O
o
w /" uA ;..+.?. , m II. ? I I??+I I,+rrl?• •_ ? nor, ?I++
/• f
lYp'T a y- ') 1 ?, r i ,
,. ?,,,a ?' ! O ? .---?/ v X11???1}'I?a?rr'
rri
h
r n / \1V e
(D CD
- :? b'°r 0y
N Q1 \\ .+.,, 1 ?k .V , _ _r b t r?Yo U 1a ??'laf rn 0?.
40
U1 N
't ?F'• 1 ??b
e ? / +b. -?. - tro - tea:
0 rill
?s \ 1?\ \ 11 ?t
m m ?? vav ?? 4 .9 . o
? / ? N Y 1 _ ? . \?,. •wPpt r0 ? _ _ 1 ?'---1D o'?o??x .11 ?.
N r\?.i'
n, w ¢i nypv yit, 1? `? n??I+I1. 1f ' _
ITS
?? ?y sN wrlno /\,` ? ,M,t ctrl' ?`-. / /J Irl. ??++i^al,/ Irl' ?I I r k:g, g is
? ''/+ , ? era °y nr.vox ?_-' ''^\\? i? d t? N I ' I "9+ ?f1? ,,'!ql _ ?\\\ .d?1 ..r ett n ? ?S
v SBNVS 3n00S
Y•; ,. j 8L a8ad uo enulluc
• v n
Form DCM-MP-2 '
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average FUW
Existing Project
Length Width Denth nanfh
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shor line
stabilization)

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
? Bulkhead Rlprap
b. Length - /90 ,Bid'
c. Average distance waterward of MHW or NWL .
0
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
D .
(Source of informarion)
f. Type of bulkhead or riprap material
22aro L&/n A2
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill ,3cro c:v ;?,/ S
h. Type of fill material
i. Source of fill material 7A 0&45`,
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
*_ Yes No
If Yes,
(1) Amount of material be plac
water
(2) Dimensions of fill area /00
(3) Purpose of fill
b. Will fill material *bellacedd in coastal
(marsh), SAVs or etlan s.
k Yes If Yes,
(1) Dimensions of fill area
- ?Oxa
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be keF
and erosion controlled?
b. What type of construction t will
(for example, dragline, backhoe or h
dredge)?
c. Will wetlands be crDssed in transporting eq
to project site? Yes -;f- No
If yes, explain steps that will be taken tc
environmental impacts.

Applicant or Project Name
SEgU ure
/- ?6 -Cv
Date
Revised 03/95
I
I
I
I
I•
I
I
FROM 5 (EPK AT CL '
INTERSECTION OF No. I \ti
I STREET AND ANNE
°
STREET) TO 7 (EIS): PP
I,y 0`I'
N73°25'35"W 31.37' v

I
EP°
y
O

FROM 7 TO 26:
I EP O
N13°47'34"E 226.50' ?
FROM 7 TO 39: n 3.2'
N27°40'45"W 169.53' I
3
15 FEET Y? o
10
.
1 /
o

I o I I REMOVE
THIS o o .
\o
I \ NI ao AILING
O 10
N
I o PP /5' l a EP
? ?
15.0
a6 ?
'FLOW NEW RIVER
NAVIGABLE WATER
EP°0h
PP - PROPOSED PILING
EP EXISTING PILING
b
0
EP °
e1
EP°

32" EP 10 °
(IC
I
3 p' o
W
REMOVE THESE

Cr I a I TWO PILINGS`

0 0
o a ?
?eS
r?
QS
r
I
v?om < I
?I
?I
al
I
TIN BUILDING IS BUILT
OVER NAVIGABLE WATE

TING li.-O, EXISrI oil a to cv o
O fXls BULKhI?gp k NG DOCK 3/.6' oeON \\a
a N I 40J N6700 d 17.4' `? 15.0' I EPI EP 4 O?G?
2 NIH _ 506"E 59.30' `O
l?`? SQ N?6°26 RR B N/Gh M

-*4- I? sS 6 F s to. CN53°19'54"E I
PR B 6g • f
ro 12.01' <1 N60°51 '45 -E °p
THIS 50 FEET \
27.891 m
?
j WIDE AREA IS I , I
1 /0, MBC % /

°p SHOWN ON DB 106
I ; 60 PP I
- s
R B I
-
- -
I PG 501 AS A R/W
I ,
- - ?
LAM
° A
s
OF NO. I STREET. Fl. MP CAMA I I
X I /METER POLE I I
Cj
8 1 1 I 9
s?-w ? I I
I ?j
R
I
y
R'
I
I RfPR
I
Al
i
i
i
CP
W
O g
N '0
NIP
•F
-bro
Ode
G
X I I TRACT ONE L01' FORIBfERs S(R?RPs_ s%gPR B o
MAGNOLIA TREE I 11,628 SF I/LK cd
P If I = 0.27 ACRE I
P Ir I I m z
X'I- -BIG-GUM TREE J
_ZONED RD-5 I S
39
NIP I X - -__ I N O
I I ! 0' M8L - t
3 I CP S62°15'00`W
\ ??111111111flI/???' 150.00' I EIS
H GAY,
V, to
°I ,•`pF S7?BLUFF R W ° - - -
z I z"', 'L STREET ° MAG NAIL SET LP
I = SEAL IN CL OF ASPHALT.
I - m I?2L-3pg0oQ,C? 30 Raw AS PER pB 670
Z„ : O PG 519
MP I CP
rr?ltnslw`` - - Raw
I I - - -
POINT 41 IS AT
I I ELEVATION 9.98' NGVD'29. N62°42'21 "E
EIP
I?
a I THE LOCATION OF THE RIBBONS WITHIN TRACT ONE ARE ADDED TO THIS PLAT BY DENNIS L.
I I MANNING SURVEYING ON FEBRUARY 22 1999.
I c? a I THE RIBBONS WERE SET BY CAMA and CORPS OF ENGINEERS.
I a I NEW RIVER AC
I O LEGEND FOR THE POINTS 60 THRU 69, AND 71 THRU 72.
I I PR B PINK RIBBON HUNG IN BUSHES. SITE
I CAMA = PINK RIBBON ON WOOD STAKE, CAMA, COASTAL WETLANDS.
I O I RR B RED RIBBON HUNG IN BUSH, X I BLUFF STREET
I Ck: MP - METER POLE
I Q I PR W - PINK RIBBON ON WOOD STAKE.
I POINT 71 IS PINK RIBBON ON LARGE GUM TREE.
I Q I POINT 72 IS PINK RIBBON ON MAGNOLIA TREE. ANNE STREET
I 3 I MIMINMUM BUILDING LINES ARE PER ZONING ORDINANCE (RD-5). IT
NOT SCALE
I Cr
I
I z o I
I `n I LOCATION OF EXISTING BOAT DOCKS and SITE PLAN FOR PROPOSED DOCKS for:
I RONALD SHELTON BROWN, JOHN DEAN FOUNTAIN, and ROGER RUSSELL
•'?'?? CA„ROINGRAM.
o ; SS 10
=;a Nq<,= 9 I JACKSONVILLE Twp., Onslow County, NC
SEAL = - I Source of Title: DB 1393 PG 342.
o a? L-3090 a:,:- (o . I Restrictive Covenants in DB: UNKNOWN.
Tax Office Parcel I.D. Number: 410- 102.
=, 2 SURv Street Address: I I BLUFF STREET, JACKSONVILLE, NC
Date: NOVEMBER 1, 1999 Scale: I inch = 20 feet
?I _ I ? !9 I LEGEND: EIP = existing iron pipe, EIS = existing iron stake, CL = centerline, NIS = new iron
ice--- / stake set, NMAG = new MAG NAIL set, CP = computed point, MBL = minimum building line, LP =
I LIGHT pole, All unlabeled points are computed points or non-monumented points.
SU FOUNTAIJ.CRD 122 PL I .BI .TE I
WO 133-33 I Ratio of Precision = 1:10,000+.
I Surveyed by: DENNIS L. MANNING PLS L-3090
I Dennis L. Manning Surveying, 493 Coston Road, Richlands, NC 28574-7145 Phone/Fax
I 910-324-1447
20 0 20 40 60
GRAPHIC SCALE - FEET
r .
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Ingram, Brown, and Fountain; c/o Roger Ingram
2. LOCATION OF PROJECT SITE: Adjacent to the New River in Onslow County at Lots 11 and 13 Bluff
Street, south of the US 17 Bridge in Jacksonville, NC.
Photo Index - 1995: #32-405, Grid #M-9& 10 1989: No Photo
State Plane Coordinates - X: 2470000 Y:367400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 21, 1999
If - 9 so 2 5
J) r, Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 06, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Jacksonville
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Docks yes, Bulkhead no
(D) Intended Use: Private
(E) Wastewater- Treatment: Existing - Municipal
Planned -None
(F) Type of Structures: Existing - Dock, Bulkhead
Planned - Dock extension, Bulkhead extension
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDnFD FT1.1 FT) TnT(Ir) D
(A) Vegetated Wetlands
Delineated Section 404 Wetlands
460 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 4000 sf
Open Water 2176 sf
(D) Total Area Disturbed: 6636 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Applicant proposes to construct a bulkhead requiring the filling of 460 square
feet of Section 404 Wetlands, and to expand a 4 slip private dock into a 6 slip dock.
FIELD INVESTIGATION REPORT:
Ingram, Brown, and Fountain
Page 2
9. NARRATIVE DESCRIPTION:
The project site is a .27 acre vacant tract located adjacent to the New River at Lots I 1 and 13
Bluff Street, in the City of Jacksonville. The western lot has been used for parking, and has little
vegetation, most of which is typical of high ground grasses and trees. This lot is stabilized with a
traditional bulkhead wall. The eastern lot is vegetated with transitional vines and shrub scrub
vegetation, with designated Section 404 Wetlands consisting of Smilax sM., Taxodium
distichum, and Liquidambar styraciflua. Coastal marsh occurs nearest the river, consisting of
Typha W. and S artina Cynosuroides. The property averages +11' msl in elevation. This
property is owned by four partners, and is used for the docking of and access to their boats. On
the western lot, and extending across the riparian corridor of the eastern lot, is a four slip dock
which was authorized under CAMA General Permit 18459-C. The New River at the project site
is ±390' across, approximately -4' nlw at the shore and -74" nlw at the dock terminus. The
property is serviced by municipal water and sewer.
The Jacksonville Land Use Plan classifies this area as Developed, with all AEC's classified as
Conservation. This portion of the New River is closed to the taking of shellfish for consumption;
the river carries a water quality classification of SB; the area is designated by the Division of
Marine Fisheries as Primary Nursery Area. The property width is 140'±.
The applicants propose to stabilize the eastern lot by connecting with the wall to the west, and
following the delineated Section 404 Wetland line for the first 73', continuing another 47' to
connect into the wall to the east. This will require the filling of ±460 sf of the above mentioned
wetlands. No coastal marsh is within this alignment. The applicant has not attempted to recover
the wetland portion of his property except in this area, which he felt was necessary to keep
existing trees that are helping to stabilize the site. The purpose of the bulkhead is not only to
stabilize the property, but to protect the street, which is beginning to show signs of subsidence,
from future erosion. The proximity of the wetland escarpment to the road is ±40'. The total
bulkhead length is 120'.
The applicants are also proposing to increase the size of the docking facility from 4 slips to 6
slips. The specific design will remove 4 existing pilings, and add 2 on either side for the new
slips. The parallel dock will be extended to each side, 15' x 3.2', with a finger dock on each end,
22' x 3'. The structure will extend to 3.15' from the adjacent riparian corridor line to the west
(waiver on file), and will terminate 43' from the corridor to the east. The total decked area
existing and proposed associated with this dock is 484 sf. There is a grandfathered structure over
the water on the property to the east of the project site, which interferes with the riparian corridor
of this property. Both property owners have worked around this, and it does not appear to be an
issue. No portion of the structure will extend waterward of the existing facility. The project is
intended to serve a private use.
10. ANTICIPATED IMPACTS:
As proposed, this project will require approximately 300 cubic yards of material to fill 4000 sf of
high ground and 460 sf of Section 404 Wetlands. The Public Trust Area incorporation posed by
Ingram, Brown, and Fountain
Page 3
the enlargement of the docking system will be approximately 2176 sf, with 228 sf of this in
decking coverage (total decked area with existing will be 484 sf). The structure will allow for
the dockage of 2 additional vessels, for a total of 6 boats. Water depths and water body width
should support this use without additional ongoing impacts. Temporary turbidity increases can
be expected during construction.
T. Barrett January 24, 2000 Morehead City
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
1 A)
Name er >^ >a??? ri?414',Ac
Address AM OtGe '42t.Jt leci.
City .SWPAdS !l L State L
Zip ?O Day Phone Yle`-'27
Fax 9/e -5-;? 7 GcY-5rO
b. Authorized Agent:
Name
Address
City
Zip Day Phone
Fax
c. Project name (if any)
State
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County b. A'cka.v town, community or landmark

?',2/e.
c. Street, address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? _ Yes No
e. Name of body of water nearest _project (e.g. river,
creek, sound, bay) 11/?Cc/ / LIFle
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
_C641tiec 7ZL,'V -e- Y,15 7-t V 4, e? eAds-
/,mss ..
b. Is the proposed activity maintenance of an existing
project, new work, or both? _gef`t
c. Will the project be for public, private or commercial
use? f*/ L117 7"e
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Ve ar.d4,05f- Is
f-OR h e-

o.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract /13???
b. Size of individual lot(s) A* zsrao, .r
c. Approximate elevation of tract above MHW or
NWL
d. Soil type(s) and to ture(s) of tract
So:
c ; -.:5;2 AM e To i2
e. Vegetation on tract 9tfA3S. 7"r2es 9r,,3 4
4W P V/,jes I" I
f. Man-made features now on tract A: 14 6,49 04
?ftiee-?oe?y - ,004K c,J,?fh oyr sl?s,
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local kind use plan.)
conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R DJ -9-
i. Is the proposed project consistent with the applicable
zoning? _-,k Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes _;&-- No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _k- No
1. Are there wetlands on the site? -- Yes No
Coastal (marsh) Other _c
If yes, has a delineation been conducted?
(Attach documentation, if available) 5w- P ?,
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
SUR?AG P_ )1V AJ mFF Fi2orz : S T???e
o. Describe existing drinking water supply source.
5. `ADDITIONAL INFORMATION
In addition to the completed application form, the
following 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 properties. 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 project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army 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
Revised 03/95

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Qexoa Z;6, /"
Address A6 711 So e, cA Z ? fide-
Phone "! G•
Name
Address E?Sf 'llsffc'
Phone
1NL1?fA.??i ??'J - -
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
r? ?'3?S 9 - 0
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
,'Dr-0
This is the day of , AM 61
Print Name l? er r,q
Signature
Lando r or A?tt Zed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-MP-0
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this os roject.
a. Dock(s) and/or Pier(s)
(1) _ Commercial Community 4 Private
(2) Number Z
(3) Length -
(4) Width
(5) Finger Piers _ Yes No
(i) Number ;? .
(ii) Length
(iii) Width _
(6) Platform(s) Ye _ No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed I;z
(8) Proximity of structure to adjacent riparian
property lines - 3
(9) Width of water body 3r3'y-
(10) Water depth at waterward end of pier at
MLW or NWL 7?r:f Al
b
fA
Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width
Private
C. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d
NA
Breakwater (e.g.
(1) Length
(2) Average
wetlands
(3) Maximum
wetlands
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or

e. Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, ooring pilings ?t .)
(1) _ Commercial _Communrty !iPrivate
(2) Number _?!7! ?; ?3t
(3) Length ?T
(4) Width
g. Other (Giivve complete description)
Applicant or Pmj*e N
o
signs
- lqm
Date I?x
Form DCM=MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabili ion)
Average Final
Eisting Project
Length Width Depth Depth

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
r >
f, .a
C„
3. SHORELINE STABILIZATION `:
a. Type of shoreline stabilization
`? Bulkhead Riprap
b. Length /a2O
c. Average distance waterward of MHW or NWL .
0
d. Maximum distance waterward of MHW or NWL
0
e. Shoreline erosion during preceding 12 months
D
(Source of information)
If yes,
(1) Amount of material to be placed in the
water B
(2) Dimensions of fill area /40 *4 y0
(3) Purpose of fill
b. Will fill material be lac in coastal wetlands
(marsh), SAVs or ther wetlan s.
? Yes o
If yes,
(1) Dimensions of fill area
?.d x 2
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
f. Type of bulkhead or rprap material
??.R??"? L<rn-c6e r
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 3? cv ti? s
h. Type of fill material _rVA0:
i. Source of fill material a- e- / A ,&Z-4 4. OTHER FILL ACTIVITIES

(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
*_ Yes No
b. What type of construction t will be used
(for example, dragline, backhoe or hydraulic
dredge)?
c. Will wetlands be crassed in transporting equipment
to project site? Yes --2?- No
If yes, explain steps that will be taken to lessen
environmental impacts.

Applicant or Project Name
l
Sig ure
/-
Date
Revised 03/95

??- C-

A -
- 1
I I ?1
V V _ -i-_ } I
I
f
•
r
r
-• i
i
i
J
- ---- -- CSC __- -_--- _-.
I _
j
S
I
.do

?? IILIi
`J P
------- --- - ----
`. --
T)
II ?
? Is

r 1 1 1 ?? ,,? 1 -- t r' /
• 1 i ? 'uV?'a? u 1 r ( 1/ 1 1 1 r_' /1 1 .'? ? _ 1"' ^ .o°"° ? a 40 ? ram
I Irl 1' it 1 / 1 +?11 '1 / •p+'.i? /, ?•- A/ \l? ? ?% 1 ?, ' -' y.
' 1' 1 A .exl n' i p r,? t _ r
LTI
co:) f
3 C)
• ?? , .d. R 1 X1!•1 1 .--jj rl r;1
Olf,
f'o N
?. I f- f ' 1
mill >\ 0, 0 6 10
rn
C 1 Y Ad*
60
01? wjyr/? oy. 01.. II 1 -?I'-
? a ? % m 11
CD Lhva: Nor ne r ICI ,nw??.e - \/?- ,=i'',
`'? ? r' -. .'?': ^ _ _? ?' I ''Ft+rr? I '`-._ ' •' 1, Crrek i .,?K;- ?-?=-1?/rre ? ?? ?'?i,
` /:?= ° 100 ,,f ?, '?? ?--° • y. I \ ?`
1 n
to >
r { /' -- Q A+p, Y III N `!
- yr" r ,+aw++ ,}? ? 1 / c i`1\ ? ? ? ?l I }/
1 1 ?? artw ? ? ` ^ Ar r n4 - ° .6 fl. } I } } 1?. 1/ I ' I 1 \` ` - d
1 it , ,b no ' °. v.ox ? -, _- ?_ ` N'• QI ? 9 r a>h '°1 = -??`?\ ?\ ? S! _ -d?
-'r TWA
Ift,
rg 1 r- ?,
\ y'/ V s;?y?lo`? ,'_ .. ly r?!!jl:l??, 1,1!`.1.1
y -" ?swlre 3119011 9L a6ed uo enulluo
FROM 5 (EPK AT CL 1 Q ? .
INTERSECTION OF No. I ?w ?ti FLOW
I STREET AND ANNE
o
STREET) TO 7 (EIS): PP
Iw ?L
N73°25'35"W 31.37' I Q EP0
o
FROM 7 TO 26: EP
N 13°47'34"E 226.50' I? EP041

FROM 7 TO 39: I a 3, p.
3,2.
N27°40'45"W 169.53' I ?cl o
13.15 FEET la/ of
REMOVE
0
THIS o o .

` N/o o X PILING
1• a = _°
? N
I oPP 15' EP
/4L
-
NIP
39

3 I
?l
ti
i I
I
1
1
r
13
a
I
I
I
I
I
I
NEW RIVER
NAVIGABLE WATER
EPOqb
EPp
PP - PROPOSED PILING
EP - EXISTING PILING
PP ??
3.p' Y EP,0 0
3•p' o0
a
v, h REMOVE THESE
d u d TWO PILINGS,
It S
r?
os r
r I
gel
?l
?I
I
TIN BUILDING IS BUILT
OVER NAVIGABLE WATE
0o
S EXISnNG a(bt AD 18.0'- N EXIST/NC pOC'K-- 2 N I
W) N I 40 I N6 /0
E 0/ N I\EP ?y I
g QO?oN
z NIFI _ 7.05 os "E 59 3p `O 3. Kd %7 4 la.o' -j
11`' ` l s.0' ` .I /51
RR B?s°?g 9t y/GN CP
PR B 36E 4pq?RC/,y N53°19'54"E /
THIS 50 FEET 69' F fro 12 01' \,A N60°5 1'45-E w
WIDE AREA IS I / 27.89' oo; \$
og I SHOWN ON DB 106 ti18( % W 'ZZ
PG 501 AS A R1W 60 PR B I o g cafe
I I -? -
OF NO. I STREET. 6 6 o CAMA
x I O MP `hoc CAMA / I I N
3 I /METER POLE 1 9?9 \ I a? ?"
i
g I 6 /
u> / - /' I I NIP
Z x -PR.
I I TRACT ONE OF- ERfPRe,6
c' I MAGNOLIA TREE I 11,628 SF ` ? ' 0RlBEERS S R RPS o' I
xHEAO VFY PR B I cMo
P? = 0.27 ACRE ?o
P
X7 -816-GUM TREE I I m Z
_ZONED RD-5
x
1 I _--___ I v 4
I /01 MBL - - _ I v
CP S62°15,00.W I
1111111111//?77j'CAA9 *z
0 I SO.pp
? I EIS
?N..uup O 6
g0 ,o`pFESSjp••a?j'?• BLUFF oa` RiW ti
' S
?••'QQ'
'Fs ?' TREET MAG NAIL SET 7 LP o - _
_ = cD
SEAL, = IN CL OF ASPHALT.
_p`_r L-3090 30 RAW
Cgz
0 . AS PER pB 6 70 pC 5 /
?2
j/ UR
CID
O
tr)
CD
a
co
O
aJ
0
cl?
? W
? Q
0 s?
Cr
O p
z ?
•'`N CARO'•
cciSS /0N°
=_a SEAL
= d =r- L -3090 a_ O =
S-V
2?%?a S U F(\j
SU FOUNTAIJ.CRD 122 PL 1 .BI TE
WO 133-33
POINT 41 IS AT
o
I ELEVATION 9.98' NGVD'29. - -e _ N62
I EIP 5o.5R
4221E _
I
I THE LOCATION OF THE RIBBONS WITHIN TRACT ONE ARE ADDED TO THIS PLAT BY DENNIS L.
MANNING SURVEYING ON FEBRUARY 22 1999.
l THE RIBBONS WERE SET BY CAMA and CORPS OF ENGINEERS.
I LEGEND FOR THE POINTS 60 THRU 69, AND 71 THRU 72. NEW RIVER
I PR B = PINK RIBBON HUNG IN BUSHES.
I CAMA = PINK RIBBON ON WOOD STAKE, CAMA, COASTAL WETLANDS. SITE %
I RR B RED RIBBON HUNG IN BUSH, X I --- --] . I
/
MP = METER POLE BLUFF STREET
I PR W = PINK RIBBON ON WOOD STAKE.
I POINT 71 IS PINK RIBBON ON LARGE GUM TREE. ----
/ POINT 72 IS PINK RIBBON ON MAGNOLIA TREE. ANNE STREET - -
I MIMINMUM BUILDING LINES ARE PER ZONING ORDINANCE (RD-5). VICINITY MAP
I NOT TO SCALE
I
I LOCATION OF EXISTING BOAT DOCKS and SITE PLAN FOR PROPOSED DOCKS for:
I RONALD SHELTON BROWN, JOHN DEAN FOUNTAIN, and ROGER RUSSELL
I INGRAM.
I
I JACKSONVILLE Twp., Onslow County, NC
I Source of Title: DB 1393 PG 342.
1 Restrictive Covenants in DB: UNKNOWN.
I Tax Office Parcel I.D. Number: 410- 102.
Street Address: I I BLUFF STREET, JACKSONVILLE, NC
I Date: NOVEMBER I, 1999 Scale: I inch = 20 feet
I
I LEGEND: EIP = existing iron pipe, EIS = existing iron stake, CL = centerline, NIS = new iron
I stake set, NMAG = new MAG NAIL set, CP = computed point, MBL = minimum building line, LP
LIGHT pole, All unlabeled points are computed points or non-monumented points.
I
I Ratio of Precision = 1:10,000+.
I Surveyed by: DENNIS L. MANNING PLS L-3090
I Dennis L. Manning Surveying, 493 Coston Road, Richlands, NC 28574-7145 Phone/Fax
I 910-324-1447 20
0 20 40 _ 60
GRAPHIC SCALE - FEET
6 00