19900260 Ver 1_COMPLETE FILE_20010406

S

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concernYng an application for State Federal CAMA Permit(s) from
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
hi /office has no objection to the issuance of the permit(s) for the proposed
ect with the following conditions:
That the activity be conducted in such a manner as to prevent significant
11
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10-NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
The proposed project is certified
under General Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) No. 1272 issued on November 10, E) No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.

WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
.

DIVISION OF ENVIRONMENTAL MANAGEI-EENT
MEMORANDUM
MEMORANDUM
Date: February 2, 1990
To: Bill Mills FED is
Planning Branch
C'j
From: James H. Gregson\? C ?pl,-,?;
Wilmington Regional Office
,
v ? ee2 II o'.
Through: Preston Howard a
Wilmington Regional Offic l
Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Project 0 9002-B
Onslow Inn Motel/Carlow Development Co., Inc.
Onslow County
PROJECT DESCRIPTION: The applicant proposes to construct an
extension to an existing pier.
ADJACENT ['CATER BODY: Chaney Creek
CLASSIFICATION: SC

STATUS: CLOSED
The project has been reviewed to determine impacts to water
quality. The following comments have been provided.
1. The project will not require a 401 Water Quality
Certification.
2. The proposed project should be done in such a way as to not
cause the turbidity outside the immediate construction area
to exceed 25 NTU.
This office has no objection to the project as proposed.
JHG:9002-B.FEB
cc: DCM - James L. Mercer
WiRO, CF
Jim Gregson
DIVISION OF COASTAL MANAGEMENT * Lat:34145'20"N
FIELD INVESTIGATION REPORT Long:7712515211?P
1.

2. APPLICANT'S NAME Onslow Inn Motel/Carlow Development Co.
E. Reid Flinchum
LOCATION OF PROJECT SITE 201 Marine Blvd Jacksonville
off New River, above H . 17 Brid e Onslow Count 11
*NO
PHOTO COVERAGE AVAILABLE Inc.

Chaney Ck

AERIAL
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X (ONLY)
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 2-89 1-26-90
•(B) WAS APPLICANT PRESENT YES NO
5. PROCESSING PROCEDURE: APPLICATION RECEIVED January 24, 1990

6 OFFICE Morehead City
. SITE DESCRIPTION:
_ .(A) LOCAL LAND USE PLAN City of Jacksonville Update March 1987
LAND CLASSIFICATION FROM LUP Developed/Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP NONE
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES X NO
(D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X
(E) TYPE OF WASTE WATER TREATMENT: EXISTING City water & sewer
PLANNED NONE
(F) TYPE OF STRUCTURES: EXISTING motel & conference center w/ pier
PLANNED 70' pier extension
(G) ESTIMATED ANNUAL RATE OF EROSION -0- SOURCE wooded swam
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
NONE
DRLOGED FILLED OTHER
(B) NON-VEGETATED WETLANDS:
pier extension - Chaney Ck
(C) OTHER:
NONE
(FOOTPRINT)
612 sq.ft.
(D) TOTAL AREA DISTURBED: Approximately 612 sg.ft
8. PROJECT SUMMARY: The applicant proposes to construct an extension
to the existing pier that will measure 64' long x 6' wide with a
T -head platform 38' x_61; water depth is -1.8' on NWL.
*USGS 7.5 MIN. TOPO 'JACKSONVILLE' 1978
r .
FIELD INVESTIGATION REPORT - ONSLOW INN MOTEL/CARLOW DEVELOPMENT
CO., INC., E. REID FLINCHUM
PAGE #2
9. NARRATIVE DESCRIPTION: Mr. E. Reid Flinchum is the General
Manager of the Onslow Inn Motel, located at 201 Marine
Boulevard in Jacksonville, NC. Mr. Flinchum has submitted a
CAMA application on behalf of the Inn and the property
owners, Carlow Development Co., Inc. The project site is
situated in Jacksonville, on Chaney Creek, a small tributary
of the New River, about 1000' above the Highway 17 Bridge,
in Onslow County. The 'Jacksonville North' topographic
quadrangle can help orient the 5 acre project site with its
2300 ln. ft. of privately owned shoreline. A border of
wooded swamp wetlands measuring 200' wide characterizes the
project shoreline between Chaney Creek and the true
highground property.
The applicant proposes to construct an extension to the
existing recreational pier. The extension will measure 64'
long x 6' wide with a T-head platform 38' x 61. The water
depth at the offshore end of the new pier approximates -1.8'
on NWL. The proposes structure will extend an additional
70' into Chaney Creek for a total projection over the
surface waters of 801. The extension will generate a
footprint value of 612 sq. ft. As the workplat drawing
shows, construction of the extension will begin at the
waterward end of the existing pier and T-head platform. The
existing T-head platform will remain in place at the end of
the 150' pier.
The purpose of the proposed pier will be to provide and
improve water access for the visiting guests of the motel.
Activities on the new pier will include fishing, crabbing,
and occasionally small boat dockage. It is noted from the
workplat drawings that Chaney Creek is approximately 320'
wide and the water depth ranges from -1.8' near the pier to
-2.3' in the center of the channel. All water depths shown
are relative to the NWL. An onsite inspection revealed that
no other private or commercial piers exist within Chaney
Creek. The proposed project involves no excavation or
filling. There are no plans to provide individual boat
slips or mooring piles.
The 'SC' surface waters of the New River and Chaney Creek
are closed to the harvesting of shellfish. The waters of
Chaney Creek are classified as inland waters of the State
where a fresh water fishing licenses is required. There are
no known archeological sites in the immediate vicinity of the
project.
FIELD INVESTIGATION REPORT - ONSLOW INN MOTEL/CARLOW DEVELOPMENT
CO., INC., E. REID FLINCHUM
PAGE #3
10. ANTICIPATED IMPACTS: The pier extension will create a
footprint impact of 612 sq. ft. on the Public Trust Surface
Waters of Chaney Creek. The overall length of the new
structure is less than one-third the width of Chaney Creek
and will not obstruct the traditional channel near the
middle of the creek. There are no known commercial fishery
uses in Chaney Creel: that the project might interrupt or
otherwise limit.
--------------
PREPARED BY: JAMES L. MERCER
DATE: JANUARY 30, 1990
I.TINIf Il??'rl!
Il DEC 0 6
Please type or print. Carefully describe all anticipated
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 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Onslow Inn Hotel
Address 201 Marine Blvd.
City
Jacksonville
:L,; Li '_?_
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
i?'ew added to existing project
c. Will the project be for community, private, or
commercial use?
Private/Commercial
d. Describe the planned use of the project.
Hotel Guests Relaxation
State North Carolina
Zip 2,8540 Day phone [phone]
R.Flinchhu
Landowner or Authorized agent
b. Project name (if any) Onslow Inn
Dock Extension
c. If the applicant is not the landowner, also give the
owner's name and address.
Carlow Development Co., Inc.
201 Marine Blvd.
Jacksonville, N.C. 28 540
Attn: Tom Phillips
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
201 liarine Blvd.
b. City, town, community, or landmark
Jacksonville
c. County Onslow
d. Is proposed work within city limits or planning
jurisdiction? yes
e. Name of body of water nearest project
liew River
3 DESCRIPTION AND PLANNED USE
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5 acres
b. Size of individual lot(s) VA
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
5 feet
d. Soil type(s) and texture(s) of tract
Sandv-Loam
e. Vegetation on tract Cypress and Oak Trees
some PIarsh.
f. Man-made features now on tract flotel & 6 x 150'
walkway ending at edge of water.
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X Public Trust estuary waters.
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Commercial
OF PROPOSED PROJECT i. How are ad'acent waters la ified?
a. Describe all development activities you propose Tok Ia a professional archaeological survey been
example, building a home, motel, marina, bul ad
med _ for the tract? No If so, by whom?
or pier). 6 x 64 pier with a fff_tP 1)
6 x
38 Fi ??2 41- I
i
t l ej..1 - fit
i
5 UPL'AND' DEVELOPMENT
Complete this section if the project includes any land
development. None
a. Type and number of buildings, facilities, or
structuresproposed 6 x 64 pier
with 6 x 33 "T"
b. Number of lots or parcels 11 A
c. Density (Give the number f residential units and the
units per acre.). N/A
d. Size of area to be graded or disturbed
N/A
e.
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources?
e m. Water supply source N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
None
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
None
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j, Have these facilities reNe}Aed state or local approval?
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commerci ffuent, "wash
down"). NaA
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N /A
o. If the project is on the oceanfront, what will be the
elevation above mean scAa level of the first habitable
floor?
6 EXCAVATION AND FILL
INFORMATION None
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
300' 2.3'

Pier
64' Pier
-6'
"T"
380 T"
6'
None None None
None Forie None
b. Amount of material to be excavated from below
water level in cubic yards N/A
c. Type of material N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
None
e. High ground excavation, in cubic yards
N /A
F?D C 0 8 19 89
1
f. Dimensions of spoil dispos hrea " c. Shoreline erosion during preceding 12 months, in
feet Jane
g. Location of spoil disposal area ?A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner. -
i. Will a disposal area be available for future
maintenance?_ N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas? /A
k. Will the fill material be placed below mean high
water? N/A
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands?N/A
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controllEd9
r. What type of construction equipment will be used
(for example, dragline backhoe, or hydraulic
dredge)?_ N/A
s. Will wetlands be crossed in transporting equipment
to project site? : No If yes, explain steps that will
be taken to lessen environmental impacts.
over existing wooden walkway
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal waterleve164 I- -to A "T"_ of 6 '
d. Type of bulkhead material ]'1/A
e. Amount of fill, in cubic yards, to be placed below
mean high water 14 /A
f. Type of fill material N/A
8 ADDITIONAL INFORMATION
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 project.
V/
An accurate Nvork plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 1 l 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 16 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 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 ad-
jacent waterfront (riparian) landowners. These in-
dividuals have 30 days in which to submit comments on
the proposed project to the Division of Coastal Manage-
ment and should be advised by the applicant of that op-
portunity. No Adjacent owners, 1/4 mile riverfront
N.E. approx. 2/10 mile of waterfront Sl'
closest prop6rty owner , State of N.C.,
Hwy. 17 Bridge.
i
Name Onslow Inn, Reid Flinchu-., ?• 9 CERTIFICATION AND PERMISSION
Address 201 l=ine Blvd.
Jacksonville, l;.C. 28540 TO ENTER'ON LAND
Date of Ur ginal Permit-6-2-4-82
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
#3AVC0-78-1v-019-0056
April 1, 1988
f
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet 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).
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 8 day of December , 19-L9.
X r cam. cT?C?ct,, .?, General i•;anager
Landowner or Authorized agent
REVISED
JAfd 2 4 1990 i
u.- "r
OWSLOW INN'
201 Boulevard
Jaclaonville, i\;ortli Carolina 28540
January 23, 1990
"Ir. Jim ;ercer
Division of Coastal Vanagement
11. C. Department of Natural Resources and
Community Development
Post Office 769
Morehead City, North Carolina 24557
Dear Nor. Mercer:
---------------
Enclosed is the completed application and work plat drawings. This
should complete the CAP1A requirements for application.
The following information is provided:
1. The water depths relative to the mean high water (if?iw)
level in and around the existing pier structure, as well
as the proposed extension ; please see on Blue Line workplat.
2. loo, the existing T-head platform will remain on the exist-
ing pier structure.
3. The water depths leading from the designated channel to
the proposed structure is shown on workplat.
4. 1?/A
5. The purpose of the new pier if for our guest access as
well as their own watercraft.
6: Delete.
7. The opposite shore line is outline NW of existing pier and
appears to be approximately 300 feet from the existing pier
of the opposite shore line.
I am enclosing 20 copies of the blue Line workplat drawings. It
also shows a crosswalk section as well as a vicinity map.
I have sign and dated the application on page 4.
nin nn-7')1r- i 1 Qnn_AQ2Qr7A
i,;r. James L. Mercer
Field Representative
January 23, 1990
Page # 2
1 appreciate your cooperation and if you need additional
information and material, please let 7;e know.
Thank you very much. `
Sincerely,
r
?. Reid Flinchum
General Manager
Onslow Inn
ERF/psw
Enclosures
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X 23 VICINITY SKETCH NOT TO SCALE

X 2.3 I Fr.Ftin•
NOTE:
ALL NAILS SHALL BE ANNULAR RING SHANK
TYPE, HOT DIPPED GALVANIZED.USE 16a SIZE
FOR DECKING a 20a SIZE FOR RAILING,
FRAMING 8 BRACING
x,20 M.H.W.L. -MEAN HIGH WATER LINE
3g \© \g SEp OOGK X-2.3 =SPOT ELEVATION
\g P© P90 P -ELECTRICAL LINE
P.P = POWER POLE
?=EXISTING BUILDING
y =EXISTING ASPHALT
F M• \L ° '• °' EXISTING CONCRETE
G< P P.K q 6O pOOEN =SWAMP
2"x6"CAPx 12' ??p jam/ E? EX\5Z\0GP ER-x-+ =CHAIN LINK FENCE
/
STAGGER END OG\(
JOINTS O ?
NOTE:
BENCHMARK ELEVATION RELATIVE
TO U.S.C.8G. BENCHMARK DATA. ?O
4" x 4"
RAIL o
. /
POST n 2"x 4"x 12 RAIL
STAGGER END JOINTS { \ GP
?OO OF SWgM
r2" x 6" DECKING
5' p" GONC.
NOTCH TOP OF PO rLl?\SZKNG / _ Q• _?
I" FOR 2"x6" BEAM WA\- 4
OT O'P _ r 2"x6" TIE --- / 1
K
GALV 2"x 6"x 16' CENTER QQ. /
BOLTS JOISTS
6"x6 ' PROVIDE 2"z6"TIE Q ! RM.300-316
POST BOTH SIDES OF POS
FOR BEARING OIF
QQ
CENTER JOISTS AT%
I I END JOINT
2°x 4°x BRACING
AT EA. PAIR OF PO S
r ?
4'- 4"
w o
o
WALK CROSS SECTION o N
(SECTIONS SET ON B'CENTER) o
N. T. S.
c
i .AtQQ
..? RM.500 - 519
Q
Q ??k
?-
CNFERENC
QQ CENTER RM.100-124
PROPOSED PIER EXTENSION
ONSLOW INN TRACT OFFICE
SHOWING PROPERTY OF: ONSLOW INN r.
CARLOW DEVELOPMENT, INC. , RESTAURANT
JACKSONVILLE TWP,ONSLOW CO.,N.C. L L J
BARDEN LANIER & ASSOCIATES -`"'-
LAND SURVEYING- LANDPLANNING -COMPUTER MAPPING
239 BRIDGE STREET
JACKSONVILLE , N.C., 28540
PHONE[phone] U. $. HWY. 17
.DATE: JAN.5,1990 SCALE: I"=100'
0 50 0 100 200 300
SCALE IN FEET
'
JAm 2 4 1990