19870022 Ver 1_COMPLETE FILE_19870615

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
IN REPLY REFER TO
Regulatory Branch
June 15, 1987
SUBJECT: File No. SAWC087-N-007-0310
Mr. Alan Rohloff, President
Belhaven Marina, Incorporated
Belhaven, North Carolina 27889
Dear Mr. Rohloff:
Reference your application for a Department of the Army permit
to maintain and enlarge a basin, construct a bulkhead and
construct a pier/boat launching facility on a canal off Tom's and
Battalina Creeks and the Pungo Creek, Belhaven, Beaufort County,
North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWC080-
N-000-0291. Therefore, you may commence construction activity in
strict accordance with applicable State authorization and the
enclosed plan. Failure to comply with the State authorization or
conditions of the general permit could result in a violation of
Federal law.
If any change in your work is required because of unforeseen
or altered conditions or for any other reason, plans revised to
show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any
such change or alteration. Such action is necessary as revised
plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Ken Jolly,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
0.
-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. William Mills
Water Quality Section
Division of Environmental
Management
/North Carolina Department of
,
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. David Gossett
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
DELMA L. , GARY L. S LARRY D. KEECH
207 ALDERSON ROAD, WASHINGTON, N.C. 27889

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PROPOSED IMPROVEMENTS
TO
BULKHEAD and BOAT SLIP
TOMS CREEK BOAT YARD
Town of Belhaven Beaufort County
SCALE:I"=30' DATE:4 / 3 /87
BY: HOOD RICHARDSON, P.A.
WASHINGTON SQUARE MALL
WASHINGTON, N. C.
DELMA L. , GARY L. a LARRY D. KEECH
207 ALDERSON ROAD, WASHINGTON, N.C. 27889

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HORIZONTAL SCALE : I"= 20'
VERTICAL SCALE: I 10'
PROPOSED IMPROVEMENTS
TO
BULKHEAD and BOAT SLIP
TOM'S CREEK BOAT YARD
Town of Belhaven Beaufort County
SCALE-.["=30' DATE-.4 / 3 /87
BY: HOOD RICHARDSON, P.A.
WASHINGTON SQUARE MALL
WASHINGTON, N. C.
87 -01-137' SHEET 2 of
Launching Pier Dimensions
_ INSIDE CLEAR
A" WIDTH-?
e•
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L
INSIDE OF PIER
F
O W
I 'A" I
F"C CLEAR WIDTH
S" ANGLE IRON GUARD
(INSIDE GUARD METHOD)
Running clearance shown is the
minimum recommended. Clearance can
be increased by reducing the inside pier
width or by Increasing the width of the
boat hoist.
Dock Dimensions
MODEL
NUMBER DIM "A"
CLEAR WIDTH DIM "B"
TIRE
CLEARANCE DIM "C"
PIER WIDTH DIM "D"
LENGTH . DIM "E"
WHEEL CTRS
FTJIN. mm FTJIN. mm FTJIN. mm FTJIN. mm FTJIN. mm
10AMO 14'-0" 4267 3.0" 76 4'-6" 1372 32'-0" 9574 15'-8" 4773
15AMO 15'-0" 4572 3.0" 76 4'-6" 1372 37'-0" 11278 16'-8" 5008
25BFM 17'-0" 5182 4.0" 102 4'-6" 1372 43'-0" 13106 19'-0" 5791
35BFM 17'-0" 5182 4.0" 102 4'-6" 1372 50'-0" 15240 19'-0" 5791
608FM 20'-0" 6096 3.0" 76 4'-6" 1372 55'-0" 16764 22'-0" 6706
708FM 21'-0" 6401 3.5" 89 4'-6" 1372 55'-0" 16764, 23'-4" 7112
'100BFM 25'-6" 7772 4.75" 121 T-6" 1676 75'-0" 22860 29'-2" 8890
' on 100 BFM ICW of machine should be at least 6" more than ICW of pier
,
I
Wheel Loads (lbs....unequal loading) ;
. MODEL
NUMBER
10AMO
15AMO
25BFM
35BFM
60BFM
70BFM
10OBFM
VERTICAL 9,950 15,250 22,000 29,500 50,000 57,000 85,000
LATERAL 1,300 1,500 2,500 3,300 5,600 6,400 10,000
Wood Piling Style. Pier (Suggested)
? W
ANGLE i 3
rail
SIDE VIEW END VIEW
The above drawings constitute a suggested method of
construction only. User must obtain approved plans from his own
engineering firm to meet the specific requirements of his
particular operation.
' Three 12" x 12" required for 30 through 60 ton operations.
a-atT I L 1.
T PLANK WALKWAY
I/• rr?o" I
Tate" i WATER LEVEL
I WOOD PILING DRIVEN TO
25 TON BEARING
ENLARGED END VIEW
w? p ?n+71S4aR t
. PROPOSED ELEVATION
Permit Class Permit Number
New STATE OF NORTH CAROLINA 109-87
Department of Natural Resoi=_---oy" nd Community Development
Coa Rest?rces fission
to,: .
f
0 Majori6e rloprtient.in r"' vironmental
Concestr uquant-to.. 3AX15
51 Excavattorii?brjp p'n`rsunt to NCGS 113-229
Issuedto Alan Rohloff, Pres Belhaven Marine, Inc., E. Front St., Belhaven, NC 27889
authorizing development in Beaufort county at Toms Creek (canal off of) Pantego_
and Tool ey Streets as requested in the permittee's application dated 4/14/87 including
attached plats, 2, sheets 1-2 of 3 dated 4/3/87.
This permit, issued on G/ ;Z Z I0 , is subject to compliance with the application (where consistent
with the permit), all applica le regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) The bulkhead will be positioned at or landward of the mean high water (MHW)
elevation contour and any regularly or irregularly flooded wetland vegetation.
(2) A silt curtain will be positioned and maintained at the mouth of the basin
until all excavation has been completed. To prevent unnecessary sediments
from reaching adjacent waters, 24 hours will be allowed to elapse before
the silt curtain is removed.
(3) All excavated materials will be confined landward of the mean high water
(MHW) elevation contour and any regularly or irregularly flooded vegetated
wetlands.
(4) Vegetated wetlands will not be excavated or filled.
(5) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 1990
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pennittee
Alan Rohl dff
Belhaven Marine, Inc.
ADDITIONAL CONDITIONS
Permit #109-87
Page 2 of 2
(6) The temporary placement or double handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
(7) The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee
is not relieved of this requirement if he abandons the permitted activity
without having it transferred to a third party.
(8) The activity will be conducted in such a manner as to prevent a significant
increase in turbidity outside the area of construction or construction-related
discharge. Increases such that the turbidity in the waterbody is 50 NTUs
or less are not considered significant.
NOTE: Every effort should be made by the permittee to insure that navigation
in the canal is not impeded by boats docked for service at the launching
pier. Caution should be taken to insure that petroleum products are not
released to adjacent waters.
NOTE: The proposed project is certified under General Water Quality Certification
No. 1272 issued on November 10, 1978, for bulkhead construction.
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 22, 1987
SUBJECT: File No. SAWC087-N-007-0310

Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:

Reference the application of Belhaven Marina, Incorporated,
represented by Mr. Alan Rohloff, for a Department of the Army
permit to maintain and enlarge a basin, construct a bulkhead and
construct a pier/boat launching facility on a canal off Tom's and
Battalina Creeks and the Pungo River, Belhaven, Beaufort County,
North Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
We recommend that the following conditions be included in the
State authorization:
a. The bulkhead will be positioned at or landward of the mean
high water (MHW) elevation contour and any regularly or
irregularly flooded wetland vegetation.
b. A silt curtain will be positioned and maintained at the
mouth of the basin until all excavation has been completed. To
prevent unnecessary sediments from reaching adjacent waters,
24 hours will be allowed to elapse before the silt curtain is
removed.
c. All excavated materials will be confined landward of the
mean high water (MHW) elevation contour and any regularly or
irregularly flooded vegetated wetlands.
-2-

d. Vegetated wetlands will not be excavated or filled.
e. Excavation will not exceed 6 feet below the elevation of
mean low water (MLW).
f. The temporary placement or double handling of excavated or
fill materials within waters or vegetated wetlands is not
authorized.
g. The permittee will maintain the authorized work in good
condition and in conformance with the terms and conditions of this
permit. The-permittee is not relieved of this requirement if he
abandons the permitted activity without having it transferred to a
third party.
h. The activity will be conducted in such a manner as to
prevent a significant increase in turbidity outside the area of
construction or construction-related discharge. Increases such
that the turbidity in the waterbody is 50 NTU's or less are not
considered significant.
Questions or comments may be addressed to Mr. Ken Jolly,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch

Copies Furnished:
Mr. William Mills
Water Quality Section
DPision of Environmental
(Management
North Carolina Department
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina
of
-3-
27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife
Post Office Box 25039
Raleigh, North Carolina
Service
27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Region IV
Marine and-Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. David Gossett
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
n,

IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
April 28, 1978
SUBJECT: File No. SAWC087-N-007-0310
Mr. Alan Rohloff, President
Belhaven Marine, Incorporated
East Front Street
Belhaven, North Carolina 27889
Dear Mr. Rohloff:

On February 6, 1986, we renewed general permit No. SAWCO80-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received April 15, 1987, for a
Department of the Army permit to maintain and enlarge a basin,
construct a bulkhead and construct a pier/boat launching facility
on a canal off Tom's and Battalina Creeks and the Pungo Creek,
Belhaven, Beaufort County, North Carolina, indicates it to be a
candidate for Federal authorization under this general permit.
Accordingly, the administrative processing of your application
will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be
furnished to the State.
If your application must be withdrawn from this general permit
process for any reason, you will be written and informed of its
further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act, has been assigned No. SAWC087-N-007-00310 and will be
coordinated by Mr. Ken Jolly. He is available to address
questions or comments you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
-2-
dr"- Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
foNatural rth Carolina Department of
Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. David C. Francisco
Rodman, Holscher, Franciso, and Peck
Post Office Box 1747
Washington, North Carolina 27889
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National' Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Kruczynski, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. David Gossett
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
bell
State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
April 28, 1987
Mr. John Sutherland, Chief
Water Planning Section
Division of Water Resources
Raleigh, North Carolina 27611
Dear Mr. Sutherland:
The attached copy of an application submitted by:
David W. Owens
Director
Belhaven Marine, Inc.
Applicant's Name
Town of Belhaven, Toms Creek Beaufort
Location of Project County
X for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
for a CAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than 5/19/87
Sincerely,
`ter
Toh R. Parker, Jr., hief `
Major Permits Processing Section
JRP:ap:2480
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
x - y _...
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concer ng an application for State Federal CAMA Permit(s) from
%?1+
/»r•d?/Y 1J,' ?OAilnn L' 1 n? 4' ?LF
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
Th 'office has no objection to the issuance of the permit(s) for the proposed
roject with the following conditions:
zThat the activity be conducted in such a manner as to prevent significant
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
,

_A `he 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.
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,
t -
WATER QI1ALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT

LAIC I>A TA D /CAMA/ 40 f REV DATE 05/05/8V
ACTION > ADD FILE ) DFC:t'FtiFl40i PS'WD ? FORMAT i Nf' DFC AMA NL•"::XT RC D > 00215
AC:'T:1:ON ADD, ENTER THE DATA TO BE STORED I° RD DATA
PR0..l4: n? 214 PRi: J: BEl...HAVE N MARINE. INC. COUNTY: BEAUFORT REC;ION 07.
ASSIGNED TO: W,.1M w'*,-- ..1OINT OTC ("E; N
.T.YPI*-- CERTIFICATION RECOMMENDATION DATEN YYMMDD
404 !" N : 401 REQ 1 S"tlt" Y RECEIVED: 87{421
CAMA ONLY: GC;: BULKHEAD DENY INITIAL REPORT:
DF/CAMA : Y GC : I"IOLD : FINAL REPORT: 87050
RECEIVING STREAM: U T-BATTAi. ILA CRK CLAR: SC BASIN: TAR
COMMENTS:
SITE LOCATED ON PANTE: GO STREET AT BELHAVEN
OLD MARINA SITE LOCATED ON EXISTING 40 FT CANAL. TRIBUTARY TO BATTr=1l..INA C'RK.
PROPOSAL TO E::NI...ARGE:: EXISTING BASIN BY EXCAVATING. AREA 53 X 7 X 4 FT DEEP AND
:I:NSTAL.L.. WOODEN BULKHEAD
F'iJ1'.F'OSE:: OF PROJECT IS TO FACILITATE USE OF TRAVEL... LIFT
NO SPRAY PAINTING OR SAND BLASTING TO BE DONE AT Ti-f:ES SITE
COPIES: WARCI°°f'I:: N T Ai...-MIL..L..S-Gt:T SS'Ei:T'T

j 41

v.. •V.. r. VWIN SAN L?A?YM/?i?YL'?\?
FIELD INVESTIGATION REPORT
1. Applicant's name Alan Rohloff (Belhaven Marine Inc.)
2. Location of project site Beaufort CountV. Town of-Belhaven. Toms Creek
photo # 12-19-84. 79-961 0-9
3. Investigation type: Dredge b Fill X CAHA X
4. Investigative procedure: (A) Dates of. site visit 4-8-87
(B) Was applicant present No
5. Processing procedure: Application received 4-14-87 Office_ Washington
6. Site description: (A) Local Land Use Plan Town of Belhaven
Land classification from LOP' ons?ervation
Development constrainto identified in LUP None
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline X
Coastal wetlands Public trust waters
Estuarine waters X Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public Private Commercial X
(E) Type of waste water treatment: Existing Town of Belhaven
Planned None
(E) Type of structures: Existing. -Marine sales office
Planned Marine boat lift
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
None N/A _jiZA
8.
(B) Non-vegetated wetlands:
(C) Other:
Highground + 371 sg.ft.
(D) Total area disturbed: + 371 aft.
Project summary The applicant is proposing to enlarge an existing hnat basin and to
install a boat lift.
Environmental settin
The applicant is leasing the Radcliff Marine site on Pantego Street in the Town
of Belhaven. The property has a dimension of 300' by 130' and is bordered by
Pantego Street on the south and a 40' wide canal which connects to Toms Creek
on the north. Radcliff Marine has historically been a marine sales business
with some outboard motor repair. Located on the property is a sales building
which is served by the Town of Belhaven sewage disposal system. The shoreline
next to the canal is bulkheaded, and a concrete boat ramp exists. No wetland
vegetation is present at the site, and the upland grounds are a mixture of lawn
grasses and asphalt driveways.
Project proposal
The applicant is proposing the following:
(1) The enlargement of the existing basin on the west side by 53' in length and
by a width of 7'. The area will be excavated to a depth of -5.5' at NWL. Once
the excavation is completed the new shoreline will be bulkheaded at the NWL.
(2) Following the excavation a 53' long by 3' wide pier will be placed within
the basin. This pier will be used for one of the wheels of a boat travel lift
which is to be installed. The other wheel will run along the western highground
side of the basin. (See attached plats)
Environmental impacts
The project as proposed will have a minimal environmental impact. No wetland
vegetation will be excavated or filled.
David L. Gossett - Washington Office - 21 April 1987
r 1,--4 ----- - -
APPLICATION
-?" } FOR
PERMIT TO EXCAVATE AND/OR FILL t
WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT yc?oti041,
,
parrtment of Administration ? ?? ,
(GS e tmen) State of North Carolina
D
De ?C'tp
Department of Natural Resources and Community Development Department of th?, ?rmy ??
(GS 113-229, 143.215.3(a)(1), 143-215.3(c), 113A-118 Corps lmintt?Dlstrtct
(33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name Alan Rohloff President, Belhaven Marine Inc.
B. Address
East Front Street First Middle
Belhaven, Street, P. 0. Box or Route
N. C. 27889 1-800-682-9376
City or Town State
11, Location of Zip Code Phone
Proposed Project;
A. County Beaufort
B. I. City, town, community or landmark Belhaven, intersect ion of Toole and Pante o Streets
2. Is Proposed work within city limits? Yes X No __
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Toms Creek, Battalina Creek, Pungo River.
Ill. Description of Project
A. 1. Maintenance of existing project Clean Basin
2. New work Move Bulkhead
8. Purpose of excavation or fill
1. Access channel NSA It•ngth?_width
2. Boat basin increase size --7T_dcpth
N A length width depth 5.5
3. Fill area length
4. Other?ier for boat lift 53, "Width depth
C. L Bulkhead length 70' length Max-width 3 depth ? • 5 ?
Average distance waterward of MHW (shoreline) 7' behind HWM
2. Type of bulkhead construction (material) Wood
D. Excavated material (total for project)
1. Cubic yards 125 Mineral soil
E. Fill material to be placed below MHW (sec also VI. A)e of material
1 • Cubic yards one 2. Type of material N/A
Land Type, Disposal Area, and Construction Equipment;
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes - No
No.
B.'Poes the di
sposal area include any marshland swamPs or other wetland'
. Yes NoN_o__
C. Disposal Area
1. Location Various upland lots in Belhaven.
2. Do you claim title to disposal area?
D. Fill material source if fill is to be trucked in N/A
E. How will e c tedmatcrial be entrapped and erosion controlled? Silt curtain across mouth
o a sin.
I I Ypc of equipment to be used
line.
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No.
/ •••••..wcu Vsc VI f,H)c{,t N!4 440cs rm0c;
A. 1. Private---N/A
• 2. Commercial boat Lift
3. Housing Development or Industrial N/A
4. Other N/A
8. 1. Lot size(s) N/A
2. Elevation of lot (s) above mean high water N/A
3. Soil type and texture Mineral soils, ela
4. Type of building facilities or structures Portable boat lift.
S. Sewage disposal and/or waste water treatment A. Existing 1V/A Planned N/A
B. Describe N/A
6. 'Land Classifncation'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATI .OTHER
VI. 'Pertaining tofill and water Quality; (See.CAMA Loaf Land Use Plan Synopsis)
A- Does the proposed projeciinvolve the placement of fill materials below mean high water? Yes No
B. 1. Will any runoff or discharge enter adjacent watersasiresult-of X
area following project completion? Yes-No X prolect activity m planned use of the
2. Type of discharge N A
3. Location of discharge NIA
VII. Present rate of shoreline erosion (if known): No ne .
Vill. List permit numbers and issue dates of previous Department of Arm Co
work in project area, if applicable: None Y Corps of Engineers or State permits for
IX. Length of time required to complete project: 120 days.
X. In addition to the complete application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which
claims title to the affected Pr applicant
operty. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8A X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian
certified mail or by publication (G.S. 113-229 (d))Enter date servedAnril 114 , 1987 gistered or
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit.comments to agencies listed below.
Jimm Lee Cox, P. 0. Box 432 Belhaven N. C. 27810
eorge III, an ura
er, Z11 E ?treeL, Belhaven, N. C. 27810
any ., an rry eee Alderson Road, Washington,
Xl. Certification requirement: I certify that to the best of my knowledge, the r N • C • 2 7889
with the State of North Carolina's P oposed activity complies
manner consistent with such program, cued coastal management program and will be conducted in a
XII. Any permit issued pursuant to this
cation and lac application will allow only the development described in this appli.
P Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction. excavation, filli1BY
, and land cl ing
LHAVE IN E, NC.
TE aril 14, 1987 ;
< Ap
plicant's S' cure

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DELMA L. , GARY L. d LARRY D. KEECH
207 ALDERSON ROAD, WASHINGTON, N.C. 27889
TO
CANAL TOMS CREEK and
PUNGO RIVER
HIGH WATER MARK FAILED
BULKHEAD
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PROPOSED IMPROVEMENTS
TO
BULKHEAD and BOAT SLIP
TOM'S CREEK BOAT YARD
Town of Belhoven Beaufort County
SCALE :i"=30' DATE=4 / 3 /87
BY: HOOD RICHARDSON, P.A.
WASHINGTON SQUARE MALL
WASHINGTON, N. C.
DELMA L. , GARY L. 9 LARRY D. KEECH
207 ALDERSON ROAD, WASHINGTON, N.C. 27889
TO
CANAL TOMS CREEK and
P[/NGO R/V£R -
0
HIGH WATER MARK
2BOARDWALK
10 R4/L ON
ASPHALT - P/f2
P/L/N6S
BULKHEAD = 7BULKNEAD
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PILINGS
SPACING EXISTING
FAILED NEW -BULKHEAD
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PROPOSED IMPROVEMENTS
11 TO
A 4 A,
I ,! BULKHEAD and BOAT SLIP
To BE TOM'S CREEK BOAT YARD
EXCAVATED Town of Belhaven Beaufort County
SCALE :1"=30' DATE:4 / 3 /87
BY: HOOD RICHARDSON, P.A.
HORIZONTAL SCALE: 1"= 20' WASHINGTON SQUARE MALL
VERTICAL SCALE: 1"= 10' WASHINGTON, N. C.
Launching Pier Dimensions
I
INaIOECLEwR Dock Dimensions
A wlorn ?
rMIN
)"411101! OF P400
MODEL
NUMBER DIM "A"
CLEAR WIDTH DIM "8"
TIRE
CLEARANCE DIM "C"
PIER WIDTH DIM "D"
LENGTH

; DIM "E"
WHEEL CTRS
FT-/IN- mm FT./IN. mm FTJIN. mm FTJIN. mm FTJIN. mm
10AMO 14'-0" 4267 3.0" 76 4'-6" 1372 32'-0" 9574 15'-8" 4773
15AMO 15'-0" 4572 3.0" 76 4'-6" 1372 37'-0" 11278 16'-8" 5008
25BFM 17'-0" 5182 4.0" 102 4'-6" 1372 43'-0" 13106 19'-0" 5791
35BFM 17'-0" 5182 4.0" 102' 4'-6" 1372 50'-0" 15240 19'-0" 5791
608FM 20'-0" 6096 3.0" 76 4'-6" 1372 55'-0" 167641 22'-0- 6706
70BFM 21'-0" 6401 3.5" 89 4'-6" 1372 55'4" 16764 23'-4" 7112
'1008FM 25'-6" 7772 4.75" 121 5'-6" 1676 75'-0" 22860 29'-2" 8890
- on 100 BFM ICW of machine should be at least 6" more than ICW of pier
MODEL
NUMBER
10AMO
15AMO
25BFM
35BFM
60BFM
70BFM
100BFM
VERTICAL 9,950 ' 15.250 22,000 29,500 50,000 57,000 85.000
LATERAL 1,300 1,500 2,500 3,300 5.600 6.400 10.000
Wood Piling Style. Pier (Suggested)
to SPACES ar EACH
SIDE VIEW
END VIEW
The above drawings constitute a suggested method of
construction only. User must obtain approved plans from his own
engineering firm to meet the specific requirements of his
particular operation.
Three 12" x 12" required for 30 through 60 ton operations.
Wheel Loads (lbs-unequal loading)
J ?
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rtis- x
ANGLE 1 3 1
l J
?rar I
r PLANK WALKWAY
r?nr
; r¦ter
ER LEVEL
O PILING DRIVEN To
as TON eEARINO
ENLARGED END VIEW
(IINaIOE GUARO METNOO)
Running clearance shown Is the
minimum recommended. Clearance can
be increased by reducing the Inside pier
width or by increasing the width of the
boat hoist.