19970135 Ver 1_COMPLETE FILE_19970214

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Ms. Annette Oppegaard
P.O. Box 3031
Topsail Beach, NC 28445
Dear Ms. Oppegaard:
E:) EHNFi
June 24, 1997
Pender County
WQC 401 Project #970135
You have our approval, in accordance with the attached conditions, to place fill material and excavate
waters for the purpose of reconfiguring a dock and add a boat ramp at Topsail Sound Pier, as you described in
your application dated 10 June 1997. 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 you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, 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.
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. 27611-7447. 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 Dorney at 919-733-1786.
Sincerely,
Pr ton How , Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
970135.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper
9701353un
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOM UNDED_CONDMONS_ORPERMri' RE-STR CTIONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
DIVISION OF COASTAL MANAGEMENT RECE/?E
f FIELD INVESTIGATION REPORT
JU1y 101997
1. APPLICANT'S NAME: Topsail Sound Pier / Annette B. Oppegaard EM'/RONMENrqtsc?eNCFs
2. LOCATION OF PROJECT SITE: 1520 Carolina Boulevard, Topsail Beach
Photo Index - 1995: 25-305 GR M-4,5 1989: 4 173 28 GR I,J-13, 14
State Plane Coordinates - X: 2 408 500 Y: 223 000
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 10, 1997
Was Applicant Present - Agent Was Present
7.
5. PROCESSING PROCEDURE: Application Received - cc: May 19, 1997
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town Of Topsail Beach
Land Classification From LUP - Developed
(B) AEC(s) Involved: PT, ES, EW
(C) Water Dependent: Yes
(D) Intended Use: 10-Slip Docking Facility
(E) Wastewater Treatment: Existing - Septic System
Planned - No Change
(F) Type of Structures: Existing - Commercial building, parking, bulkhead, pier
Planned - Boatramp & pier alteration
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other Excavated
High Ground (Boatramp) 40' x 15'
High Ground (Spoil Disposal) 6,000 SF
Shallow Bottom (Boatramp) 15' x 15'
(D) Total Area Disturbed: Approximately 7,000 Square Feet
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8.
PROJECT SUMMARY: The applicant is applying to put in a commercial boatramp, and
reconfigure an existing docking facility to provide mooring slips for 10 boats.
Topsail Sound Pier
Page 2
9. PROTECT DESCRIPTION
The existing Topsail Sound Pier is located at 1520 Carolina Boulevard, Topsail Beach, Pender County.
The project is on Banks Channel off of the Atlantic Intracoastal Waterway just north of New Topsail
Inlet. Presently there is a commercial building, parking, and pier structures on the site. The building
and pier were significantly damaged by Hurricane Fran. The building is presently being repaired and
will house a store and restaurant. The owner wishes to make some changes in configuration and use
when the pier/dock facilities are fixed. Under the proposed plan there will be 10 boat slips for rent
to the general public. Historically the pier structure has been principally used for fishing.
The high ground portion of the development consists of 4 lots that have been developed for a number
of years. Presently there is a building, parking lot and a septic system on these contiguous, bulkheaded
lots. The building and pier structure show on the aerial photography from 1978. Only slight
modifications have been made to the pier since that time.
The proposed docking structure will not offer sewage pump-out nor sell fuel. A total of 10 boat slips
are planned. The Pre-Hurricane Site Map and Marina Plan Map show the differences between what
is existing (though damaged) and what is proposed. The Pre-Hurricane Site Map does not show that
the existing, damaged structure is over into the adjacent riparian corridor. That should be resolved as
the "Tee" head is reduced in size. The most significant change in the pier structures is that the size of
the waterward-most "Tee" will be decreased by 300 linear feet and will be 8' wide instead of 16' wide.
The pier extending toward the tee is to be decreased to 8' in width from the present 16' and the overall
length would remain the same. All portions of the damaged structure should be removed as a part of
the re-building efforts (since it poses a hazard to navigation). No dredging is being proposed in
conjunction with this proposal.
The proposed boat ramp is totally new. A portion of the bulkhead would be removed to make way for
the ramp. It will be used commercially in connection with this marina facility. The proposed ramp is
shown on the Marina Plan and labeled as New Concrete Boat Ramp. The proposed ramp would be 15'
wide and extend less than 20' below mean high water, which is in keeping with Coastal Management
Rules 7H. 1300. Excavated material from the boat ramp construction will be used to fill ruts and holes
in the parking lot that were created during the last hurricane.
The waters of Banks Channel in this area are classified as SA by the Division of Water Quality. They
are not Primary Nursery Areas as determined by the Division of Marine Fisheries. They are open to
the taking of shellfish. The Topsail Beach Land Use Plan classifies the high ground portion of this
property as "Developed".
10. ANTICIPATED IMPACTS
No impacts to coastal marsh or federal wetlands are expected. A small amount of shallow bottom will
be affected by the installation of the boat ramp. The amount of public trust waters taken up by the
proposed development will be similar to that being used by the existing fishing pier. An increase of
boating usage would be expected with the leasing of the slips and installation of the public boatramp.
Janet M. Russell / May070, 1997 / Wilmington
Topsail Sound Pier
Page 2
9. PROTECT DESCRIPTION
The existing Topsail Sound Pier is located at 1520 Carolina Boulevard, Topsail Beach, Pender County.
The project is on Banks Channel off of the Atlantic Intracoastal Waterway just north of New Topsail
Inlet. Presently there is a commercial building, parking, and pier structures on the site. The building
and pier were significantly damaged by Hurricane Fran. The building is presently being repaired and
will house a store and restaurant. The owner wishes to make some changes in configuration and use
when the pier/dock facilities are fixed. Under the proposed plan there will be 10 boat slips for rent
to the general public. Historically the pier structure has been principally used for fishing.
The high ground portion of the development consists of 4 lots that have been developed for a number
of years. Presently there is a building, parking lot and a septic system on these contiguous, bulkheaded
lots. The building and pier structure show on the aerial photography from 1978. Only slight
modifications have been made to the pier since that time.
The proposed docking structure will not offer sewage pump-out nor sell fuel. A total of 10 boat slips
are planned. The Pre-Hurricane Site Map and Marina Plan Map show the differences between what
is existing (though damaged) and what is proposed. The Pre-Hurricane Site Map does not show that
the existing, damaged structure is over into the adjacent riparian corridor. That should be resolved as
the "Tee" head is reduced in size. The most significant change in the pier structures is that the size of
the waterward-most "Tee" will be decreased by 300 linear feet and will be 8' wide instead of 16' wide.
The pier extending toward the tee is to be decreased to 8' in width from the present 16' and the overall
length would remain the same. All portions of the damaged structure should be removed as a part of
the re-building efforts (since it poses a hazard to navigation). No dredging is being proposed in
conjunction with this proposal.
The proposed boat ramp is totally new. A portion of the bulkhead would be removed to make way for
the ramp. It will be used commercially in connection with this marina facility. The proposed ramp is
shown on the Marina Plan and labeled as New Concrete Boat Ramp. The proposed ramp would be 15'
wide and extend less than 20' below mean high water, which is in keeping with Coastal Management
Rules 7H. 1300. Excavated material from the boat ramp construction will be used to fill ruts and holes
in the parking lot that were created during the last hurricane.
The waters of Banks Channel in this area are classified as SA by the Division of Water Quality. They
are not Primary Nursery Areas as determined by the Division of Marine Fisheries. They are open to
the taking of shellfish. The Topsail Beach Land Use Plan classifies the high ground portion of this
property as "Developed".
10. ANTICIPATED IMPACTS
No impacts to coastal marsh or federal wetlands are expected. A small amount of shallow bottom will
be affected by the installation of the boat ramp. The amount of public trust waters taken up by the
proposed development will be similar to that being used by the existing fishing pier. An increase of
boating usage would be expected with the leasing of the slips and installation of the public boatramp.
Janet M. Russell / Mayc?Q, 1997 / Wilmington
Form DCM-MY-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
TnpGa i 1 Raarh' Tai(`
c. Street address or secondary road number
a. Landowner:
Name Annette B. Oppegaard
Address PO Box 3031
City Topsail Beach State NC
d. Is proposed work within city limits or planning
jurisdiction? x Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Banks Channel
Zip 28445 Day Phorrq:L910-328. 3641
DESCRIPTION AND PLANNED USE
Fax None
MAY 1 6 1997 :?-_O OF PROPOSED PROJECT
V. Authorized Agent:
Cii+i;SKX,i OF
Name Walton EngiEQATi. L MAIJAGEMENTa.
(Mark Walton, P.E.)
Address PO Box 564
City Castle Hayne State NC
Zip 28429 Day Phone [phone] b
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace a portion of pier
destroyed by Hurricane Fran.
Add boat slips to pier (for a
total of ten). Add boat -ranp•Rin91
S'
Is the proposed activity maintenance of an existing
project, new work, or both? Both.
Fax [phone]
c. Will the project be for public, private or commercial
use? Public & commercial.
c. Project name (if any) Oppegaard CAMA Permit
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOTE: Permit will be issued in name of landowner(s), andlor project. If more space is needed, please attach
project name. additional pages. See attachments.
2. LOCATION OF PROPOSED
PROJECT
a. County Pender
Revised 03/95
c.
Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER On-site septic system.
CHARACTERISTICS
a. Size of entire tract 2 6 , 12 7 s a u a r e feet n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) 6 , 569s . f . , 19 , 558 s . f . wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
c. Approximate elevation of tract above MHW or N.C. DOT storm sewer discharges
ILL, 2'-31 above MHWL
D ??!!1 < FA ?? 7 ght-of-way across property.
l
d. Soil type(s) and texture(s) of tract zisting drinking water supply source.
o. Descri e
Sand Ci ater.
.
MAY 16 1997
e. Vegetation on tract Mostly clear & gra ,?
covered. Some grass. Shr?3F AL MAIJAGEMENT
around building.
f. Man-made features now on tract Commercial
building, bulkhead.
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
Conservation Transitional
0 A CDPY of the deed (with state application only) or
x Developed Community
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
B-2 (business) forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning compliance certificate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by II" white paper. (Refer to
done for the tract? Yes x No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes x No
Are there wetlands on the site? Yes x No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
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
ALTON LNGINEERIN
Ms. Janet Russell
NC DEHNR
127 Cardinal Drive Extension
Wilmington, NC, 28405
Dear Ms. Russell,
March 14, 1997
MAR 31 1997
DIVISION OF
COASTAL MA14AGEMENT
Attached is a CAMA Major Permit application for Kip & Annette Oppegaard formerly d.b.a. Topsail
Sound Fishing Pier. This letter serves as a narrative description of the project and is therefore an integral part
of the permit application. Please include a copy of this letter with all copies of the permit application.
As you know the Oppegaards' pier was practically completely destroyed by Hurricane Fran. All that
remains undamaged are the pilings and certain small sections of the pier close to the shore.
The Oppegaards plan to rebuild portions of the pier and construct boat docks connected to the pier.
The docks will be rented or leased to private boat owners for mooring their boats. The typical size of
boats to be moored is expected to be 20' to 30' in length. Two slips are presently available that can
accommodate larger boats, up to about 50' in length. No utilities or facilities will be provided for live
aboard dockage. No sewage pump out service is immediately planned although such service may be
provided in the future.
In addition to the private boat slips, public dockage will be available. A "tee" at the end of the pier
will accommodate public docking for boaters in Banks Channel. The proximity of the marina to New
Topsail Inlet will also make the marina easily accessible to boaters from the Atlantic Ocean. The
public dockage will give public boaters access to the restaurant and store that presently exists where
the fishing pier meets the shore. The restaurant and store are housed in a two-story building that
covers approximately 4,000 square feet of ground. The building existed long before Hurricane Fran
hit, and survived the Hurricane in relatively good condition.. No significant structural damage was
done, and no structural repairs will be required to resume business in the building.
The only on-shore construction planned for the marina is the construction of a boat ramp for
launching and retrieving boats via trailer. The boat rampp will be 15' wide and approximately 30' long to
the water line. A section of the existing bulkhead will be removed to construct the boat ramp. The
boat ramp will be located 20' from the property line of the adjacent lot.
All other facilities including the building, parking lot, storm drains, walkways, landscaping, septic
system, and utilities were in existence prior to Hurricane Fran and no modifications are planned.
If you have any questions or
910-675-2925.
I can be of further assistance, please call me at 91o-675-9363 or fax me at
Sincerely,
?a
R. Mark Walton, P.E.
Tel: [phone] PO Box 564, Castle Hayne, North Carolina, 28429 Fax: [phone]
Form L' CM-MP-1 ?_i J J J l 1
MAY 18 1997 ?-`-?
site. Include highway or secondar UAST?ALR )1ANA(&:1,CERTIFICATION AND PERMISSION
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
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.
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.
Name David W. Litton & wife Ellen I certify that I am authorized to grant, and do in fact,
Address Po Box 145, Hampstead . Me ?8443grant permission to representatives of state and federal
Phone review agencies to enter on the aforementioned lands in
Renv' S.t(,•11 connection with evaluating information related to this
Name Eva Bxllarcl permit application and follow-up monitoring of the
Address ` 18- [Wiest Viev --Dr .._. project.
Phone aye eviT1-e; ETC, 28363
Name
Address _
Phone
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 1 51 k day of Mw ?? '199 1
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Non o--.
• 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.
Print Name /k1114,d s ,4?1X)ef4e- p,7,0egaart?
Signature
Landowner o A ri: d Ageru
Sign.KrC
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
x 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-2
EXCAVATION.
AND FILL-m?,?,? ?-
I??n J 'J
(Except bridges and culverts) L'v MAY 1 1997
DIVISMo OF
See V15u (- C, (1, "1 odtll
V'5,, r 7, " 6oafi K k-1 X-SeCTT a.
Attach this form to Joint Application for CAV*Sfafdr
Permit, Form DCM-MP-1. Be sure to complete all 1. EXCAVATION
other sections of the Joint Application that relate to this
nroaosed vroiect.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
EAsting Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95

/
S2A l S a?io ve
MFtw L MlAwL

ARM

a. Amount of material to be excavated from below
MHW or NWL in cubic yards (Von e.
b. Type of material to be excavated Ex\st%nL
S o%l 6el,tt,A ek1 5tt .,, V t kk,.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 2. DISPOSAL OF EXCAVATED
MATERIAL .
a. Location of disposal area ?n - sic . ?1(I rut:
rl-? ? eS 1 n 04 ! k6 r, c ? cffi .
b. Dimensions of disposal area 000 59u M r ?CCT
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Sclr?, C- a r e a.
be 6-4arr-\ cd o%J
NOtP C k gL.} 1t0r\ n c
1
??4WL bpp?,l A'?at~? ?.5? r tvIFIWL w ??S?e precssT
?orls0^ dF boa/ ?'ar ?CI°.v 1
_ _. ?t _ t. tt l 1 L r PniQ[t? on P"t15T1?5 ?00?
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes _ CX No
f. Does the disposal include any area in the water?
Yes _ X _ No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilia n I i
X_ Bulkhe
% ad -iL*ipran.
aY 16 1997
b. Length _ .4C r\ c, QI?/ l!C' , ?( :. ') P
OASTAL MAIgAGEMENT
c. Average distance waterward of MHW or NWL
&Ikl\ej = MVO
d. Maximum distance waterward of MHW or NWL
1? Ir'?'csj = M4V')
e. Shoreline erosion durin preceding 12 months
V,1or,.e Cpo9% \c -k IKk\eL
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap pdn'r
(2) Bulkhead backfill L1e m e
h. Type of fill material ?31A
i. Source of fill material WA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes Y\ No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes /X,_ 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? _Tru e"rd To a CKN-h It CJ
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Na?k?aP
c. Will wetlands be crassed in transporting equipment
to project site? Yes /\ No
If yes, explain steps that will be taken to lessen
environmental impacts.
CA e m'
Applicant o j e
aJ p 6 .
Signature
Date
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X_ No
f. Does the disposal include any area in the water?
Yes X_ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
_X Bulkhead J l_1
?=Ripra v
_ r ".
i?i r, 16 iQ^ ???
b. Length X} C G r\ c,
PdiEtE7
OASTAL MA1uAGE
c. Average distance waterw rd of MHW or NWL
QuW\ej = Mi~1V--)
d. Maximum distance waterward of MHW or NWL
(-uIK?,ccd = M4VJ
Shoreline erosion during preceding 12 months
?'AorLe (Cous???r $ulkhead
(Source of information)
f. Type of bulkhead or riprap material
nrruc r AQ vGn? r me a ,
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap d n
(2) Bulkhead backfill _Nlt" A P
h. Type of fill material Q IA
i. Source of fill material WA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Will fill material be brought to site?
Yes x No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes /X, 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? r e, ?cd D 1
c`1-tO0Sa,1 arcs a5 rrK,bit c
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
NQ ? k IUD t°
c. Will wetlands be crassed in transporting equipment
to project site? Yes A No
If yes, explain steps that will be taken to lessen
environmental impacts.
C-,V i m
Applicant o TJ
e-? ? P. .
Signature
Date
Revised 03/95
NCDE}N2 W1R0 Fax:[phone] May 19 '97 11:24 P. W PO 1,
Form DCM-MP-4
S - T R uc?s
(Constructs m within -Fubuc I1-uet Ards)
Attach this fotin to Jolat Application for CAMA Mtjor e.
Penult, Form XU-W-1. be sure to complew all
other sections of the Joint Appliestion which relay to
this proposed pmjecL
a. Dock(s) sWlor Pier(s)
(1) ,X, Commercial JLCommunity - Private
(2) Number
(3) Length 1
(4) Width $
(5) Finger piers X Yea No
0) Number 4
00 Length 'tCo 0I' ir, $461 IP4G
0U) Width g,
(t) Platform(s) X Yes No
0) Number 1
(i1) Length 1O? r
(Ill) Width ?4 r2`j •
(7) Number of slips pt+npoad to
R,
(g) Proximity of structure to Meow diwan
property lines 14 W . ISO,
(9) Width of water u,
body J o a Do,
(10) Water dep* at watoward and of pler at
MLW or NWL r. ice' '- ISI
Moorlm buoys
(1) - Commercial -,.Community w 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
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Figure Project:
Oppegaard CAMA Permit Title:
Vicinity Map
W iLmv E,vGLvFERING
Date: 3113/97 Scale: 124000 Drawn bv: RM W Prorect 97001
Figure Project:
it
O
d CAMA P Title:
Marina Plan
WALTON ENGINEERING
2 erm
ppegaar
Date: 5/15/97 Scale: 1" = 40' Drawnb : RMW Project k: 97001
w BANKS CHANNEL "` v? BANKS CHANNEL v
_ 56
190'
NOT r0 SCAL EI
"Topsail Sound Fishing Pier"
BANKS CHANNEL
MACS
1. 1997
DIVIS ON OF
COASTAL MANAGEMENT
168'
2-Story Building croee?
r ' Lot 19
w --?-- /° Upper Deck
w Lots 21, 22, 23 Lot 20
Gram (Properly BoundaHe. Taken from (Property Doundorlee Token
a December 1998 Plat br ThomDeon from M.B. 4, p. 2j P
7C, COIT C Surveying Co.. P.A) Counly Negl ler of Deede)
.
p Walk Gra-i
Conc. Walk Storm
t
\ ".--- _ Water travel r
Lot 24
"'111 •///"`?_ -? _ 60' R/W
c ° °l Storm _
Drain
Storm
Water ---
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¦
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60' R/W
60' R/W --?_
CAROLINA R0t1LEYAR
C.L.
1.1 I
60' R W---l i
fY
40' 20' 0 20' 40' l
- I
BANKS CHANNEL M`
414'
U.S. Army Corps of Engineers
Dredge Refueling Bollards
--MAY 16
1917
COASTAL MANAC: L::MENT
Figure Project: Tille:
3 Oppegaard CAMA Permit Pro-H
Fran
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a Ma WALTON F_NCINEE-RING
S'
i
p
Date: 3/12/97 Scale: 1" = 40' Drawnb : RMW Project N: 97001
2"x`10" P.T.
Stringers ® 2' o.c.
5/8" Galv.
Bolts Thru
(TYP• )
01 19 ? V 1-9
MAR 8 1 1997
8' on Piers, 4' on Docks DIVISION OF
COASTAL MANAGEMENT
2"x6" P.T. Decking
2"x12" P.T. Joists t 2.5' above MHWL
8"-12" dia.
P.T. Pilings
x8" P. T.
Cross-
Bracing
Bottom of Banks Channel
~ ~
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Shell Bed
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Figure
4 Project: Oe acrd CAMA
PP Permit Title:
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?YALTON ENGINEERING
Date: 3/13/97 Scale: 1" = 4' Drawn b : RMW Project# : 97001
P02
P03
4,
Existing Sea Wall/MHWL
Grass
100.10' j 0.0
4;??40'

9 LLI
MAY 16 1997
DiVISIOI',, ,F
COASTAL MANAGEMENT
Banks Channel
.A
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A
15' -¦
99.10'
- 20'
Grass Proposed
Concrete
Boat
Ramp

Gravel
0.
Lot 19
Lot 20
(Property Boundaries Taken
from M.B. 4, P. 2, Pender
County Register of Deeds)
20' 10' 0 10' 20'
FM iiiii
F7pure
g Project:
Gppegaard CAMA Permit TM*:
Boat Ramp Plan WALroN ENG,NEEPwG
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PLOT PLAN °a
FOR
ANNETTE B. OPPEGAARD
TOWN OF TOPSAIL BEACH
PENDER COUNTY - NORTH CAROLINA
DECEMBER 1996 - SCALE. 1 " = 4b?'
THOMPSON SURVEYI G CO., P.A.
111 E FREMONT STREET
BURGAW, N. C. 28428
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BLOCK 38 - MAP B. 9, P. 52
LOTS 21 AND 22 3 RD SUBDMSION
BLOCK 38 - M.B. 4. P. 2
AND DEED B. 401. P. 9
f
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MAR 31 1997
?DIVISION OF
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/ THIS LOT DOES LIE IN
FLOOD HAZARDOUS AREA.
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