20001299 Ver 1_COMPLETE FILE_20001010

DIVISION OF COASTAL MANAGEMENT
..FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: James Oster c/o David L. Andrews
941 Manchester Drive
Cary, NC 27511'
2. LOCATION OF PROJECT SITE: Within Upper Broad Creek adjacent to 64 Sandy Curve Drive in the
Creek Point Subdivision near the Reelsboro community in Pamlico County.
Photo Index - 1989: 3-126-8 N-12 1995: 75-832 Q-12
State Plane Coordinates- X: 2,616,200 Y: 484,200
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - September 18, 2000
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - September 27, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Pamlico County
Land Classification From LUP - Rural
(B) AEC(s) Involved: EW
® Water Dependent: Yes
(D) Intended Use`. Private
(E) Wastewater Treatment: Existing - individual subsurface septic system for residence
Planned - individual subsurface septic system for residence
(F) Type of Structures: Existing - residence, pier
Planned - same as above
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DRFDGFTI FTT.T .RTI n1PUR1?
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Estuarine Waters 0.72 ac. usurped
b mooring
® Other
(D) Total Area Disturbed: 0.72
(E) Primary Nursery Area: No
(F) Water Classification: SB SW NSW
Open: No
FIELD INVESTIGATION REPORT:
JAMES OSTER
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to install one freestanding mooring within Upper
Broad Creek. The mooring will consist of three 300 lb. anchors each connected to a central junction
point by 75 ft. of chain. The junction point will be connected to a 21 in. buoy via 20 ft. of chain.
9. NARRATIVE DESCRIPTION:
Project Setting
The applicant, Mr. James Oster, owns 20 acres adjacent to Upper Broad Creek within the Creek Point
Subdivision (lots 1 & 2) near the terminus of Creek Point Road off NCSR 1103 outside the Reelsboro
community of Pamlico County. The site consists of a single-family residence, managed lawn, access road,
and managed timber acreage. The tract has approximately 400 ft. of frontage on Upper Broad Creek. In
September 2000, General Permit #26936-C was issued to Mr. Oster for the construction of a 3 ft. X 63 ft.
pier with a 12 ft. X 15 ft. platform and associated tie poles delineating two slips. The site is bordered on
either side by large residential lots similar in size and characteristics to Mr. Oster's lot. Fairfield Harbor, a
golf course community, and Blackbeards Marina are located across the creek. The site is approximately 17
ft. in elevation. Water depths immediately offshore fall from -1.0 ft. to -8 ft. gradually over a linear
distance of 1000 ft. from shore. Water depths in the center of the creek range from -8 ft. to -9 ft. Upper
Broad Creek is not a primary nursery area as defined by the NC Division of Marine Fisheries. This creek is
classified as SB SW NSW by the NC Division of Water Quality and is not open to shell fishing. The creek is
approximately 3100 ft. wide at this location. No federally maintained channel exists in Upper Broad Creek.
Project Description
The applicant has authorized Mr. David L. Andrews to install a single freestanding mooring within the
applicant's riparian corridor. The mooring will be used primarily by Mr. Andrews who keeps his boat at
Blackbeards Marina during the majority of the calendar year. Mr. Andrews seeks this mooring primarily for safe
harborage during hurricanes, tropical storms, etc. and when wind tides prevent marina access. His boat requires
a draft of > 6 ft. The mooring will consist of three 300 lb. anchors each connected to a central junction point by
75 ft. of chain. The junction point will be connected to a 21 in. buoy via 20 ft. of chain. The swing of a boat
tied to the mooring will have a maximum diameter of 200 ft. This swing diameter is entirely within the proposed
1032.9 ft., distance from NWL. The proposed location meets the 15 ft. setback from the adjacent riparian
property lines. There is no high ground development associated with this project.
FIELD INVESTIGATION REPORT:
JAMES OSTER
PAGE #3
Anticipated Impacts
Approximately 0.72 ac. of Estuarine Waters would be usurped by the placement of the proposed mooring
structure. Minor, short-term increases in turbidity would be expected during the installation of the proposed
mooring. The structure's placement is within the 1/3 distance across Upper Broad Creek. The placement of this
single mooring with permanent, marked buoy should have limited to no interference with the boating public. The
proposed location is over 400 ft. from the middle of Upper Broad Creek where there is a depth of -9 ft. NWL.
However, there is the potential for navigational concerns to increase in this area should additional individuals seek
similar authorizations.
Scott JoMDCM ,
- re ead City Field Office
September 6, 2000
Form DCM-MP-1
APPLICATIO??• _
(To be completed by all applicants) S E P 2 ` 2000 1
COASTAL MANAGEMENT
b. City, town, communi " ' EAD
1. APPLICANT Reelsboro, NC
.
a. Landowner:
Name James R. Oster
Address P.O. Box 194
City Grantsboro State NC
Zip 21549 Day Phone
Fax
b. Authorized Agent:
252-633-9944
Name David L. Andrews
Address 941 Manchester Drive
City Cary State NC
Zip 27511 Day Phone [phone]
Fax
c. Project name (if any) Andrews Upper
Broad Creek Mooring Project
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C, a v e n
c. Street address or secondary road number
5264 Creek Point
d. Is proposed work within city limits or planning
jurisdiction? Yes 'x No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Upper Broad Creek
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 fillactivities.
ip
Installation o? a private free-
standing mooring within the
r.iparaian rights of the Applicant
b. Is the proposed activity maintenance of an existing
project, new work, or both? No
c. Will the project be for public, private or commercial
use? Private
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. One f r e e s t a n d i n g
mooring consisting of three 300 lb
naval anchors chained together with
75' of chain on each leg meeting
at a center junction with 20' of
chain leading to a mooring buoy.
Mooring primarily intendded to
used during storm conditions.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 20 Acres
b. Size of individual lot(s) 650 x 1600 ft
c. Approximate elevation of tract above h1HW or
NWL 17 ft
d. Soil type(s) and texture(s) of tract
Sandy
e. Vegetation on tract Managed Lawn, brush,
Pine trees
f. Main O O e S e f t e h now on tract ome
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
x x x Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
No
i. Is the proposed project consistent with the applicable
zoning? X x Yes No
(Attach Zoning compliance c nii icate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes x x No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X X No
1. Are there wetlands on the site? x x Yes No
Coastal (marsh) x x Other
If yes, has a delineation been conducted? N/A
(Attach dommenuuion, if available)
SEP 2 7 2000
I COASTAL MANAW:MCrv 1
m. Describe existing wastewater treaftnM -facilities_
Septic System
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.)
Surface Runoff
o. Describe existing drinking water supply source.
Well
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 7I.020) for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue4ine
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
Form DCM-MP-1
5 E P 2 s 2000
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
6. CERTIFICATION
TO ENTER ON LAND
• 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 Adelaide Franklin Living Trust
Address 1 Main S t r e e t
Phone Avon by the Sea, NJ 07717
Name Mr/Mrs Gary C. Snow
Address 9564 Money Road
Phone Brewerton. NY 13024
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.
# 26936 James Oster 18 Sep 2000
• 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to 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.
Thisisthe25th dayof Sept , )W--2-0 0 0
Print Name D a v i d L. Andrews
Signature
Iosdowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
x x x 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 proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
SEp 1 2000
e. Mooring buoys
(1) _ Commercial -Community x x Private
(2) Number One (1)
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
White w/blue Stripe. Three
3001b anchors each connected b?
75 ft chain to a junction
(4) Width of water body 310 -07 t
bef tpiaced beyond
(5) Distance buoy(s) 10 32
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Andrews Upper Broad Creek Mooring F
ApplicanVor7ect Name
Signature
25 September 2000
Date
your project is subject to the NC Division
+t
'LAMA and DREDGE AND FILL of Water Quality Neuse River Buffer Rules' `
36
to its location within the use$"'? "
E. R. A L due
Please contact Deborah S
G E N
s. 252-946-6481.
P"E" R M F
as. authorized by the State of North Carolina 1.
L MANAGEM :.
Department of Environment and Natural CORST
Resources and the Coastal Resourcesgrp?ionENT,
An.an area of environmental concern pursuant to 15 NCAC o-ii,4 . tzo?
Applicant Name =htC-S C7ST-E2_ Phone Number -21 Co35 •QCXoc7
Address -1G
City ZtA ?1 ?c7 State tJc., ZiD 2?5 2q .OiA:j
ProjectLocat(on'(County, State Road, Water Body, etc.) ADTAcr:lr '1-0 &12o AD c-Z . AT (.9y SAfr by CU120e
fit? . 10 T}i•c CZOEL POW--r- ?J3D?JIS??uJ t??Z T? ??302z C0+4140?3 t1/ .,Df11tLa C
Type of Project Activity Gases- A 3'x i t-l' /accc-ss ? i ox)?&-i "AZ--,44. Iti sT A 3',r (.3 ' .
Z ro' A tz` ,r 15' Pt A?'?o?? A.?? CoJZ -rye ?Ot r=S . t1s`C.. ?
PROJECT DESCRIPTION SKE TC H (S CA LE:
Pier (dock) Length w
IZ' x t 5 ...a L .00
Groin Length f i 0
number ( 4 04 %. Vol
Bulkhead Length' % 1 1a E ,g, . 2
max. distance offshore F 4 n, 3
. Ib? ' i r1
Basin, channel dimensions

cubic yards
a

B
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oa
amp
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This permit is subject to compliance with this application, site drawing
and attached general and specific conditions. Any violation of these terms applicant's signatun
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.
This permit,must be on the, project site and accessible to the permit of-. Permit officer's signatun
ficer when the project is inspected for-compliance. The applicant certi- oc, C o0
fies.by'sigring this permit that 1) this project is consistent with the local issuing date expiration dao
land. use plan and-" 11 local ordinances, and 2) a written statement has
been'obtauied from'adjacent rip arian landowners certifying that they ???-' • ?Z°o
have no oNe;Wgns to the proposed work ` attachrnent
. NO
In issuing this permit the State of North Carolina certifies that this project AA oc? • -pt> 1 O t to
is consistent with the North Carolina Coastal Management Program, application fe
3.
4.?

15\0'

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/ 15.0' PROP05ED MOORING
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NOTES:
1. BOUNDARY TAKEN FROM SURVEY BY: ALLEN BELL
SURVEYING, "FINAL PLAT OF CREEK POINTE- SEC. I,'
DATED JANUARY 29, 1997.
2. ALL ELEVATIONS SHOWN BASED ON MEAN SEA LEVEL.
3. APPROXIMATE NORMAL WATER LEVEL 1.0't.

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ONORUDE: 76'36.17
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PATE a1C-119r Z 2000 HYDROGRAPHIC SURVEY
FOR ROBERT M. CHILES, P.E.
JOD Na. 20001910 SHARP/ANDREMS
I„ - a0d CAMA W&IL>it PER1iT APPUCA7Km ENGINEERS AND CONSULTANTS
BROAD CREEK
PANUCO COUNTY. NORTH CARCUNA `IFW BEPN NORTH CAPOUNA
Mooring Description:
Each mooring will consist of three 300 pound naval anchors, each connected by
a 5/8" shackle to 75 feet of Y2" chain connected by a 5/8" shackle to a 3/<" center
junction. A 20 foot 1/2" chain will be connected to the center junction by a 5/8"
shackle leading to a mooring buoy on the surface. The mooring buoy will be 21
in diameter and colored white with a blue stripe. -

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SEP 2 7 2000
?j
)ASTALMANAGEMENT
MOREHEAD