19990943 Ver 1_COMPLETE FILE_19990827 (2)

-4
State of North Carolina
Department of Environment LT.W;;A1
and Natural Resources &14 •
Division of Water Quality
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary Kerr T. Stevens, Director
September 30, 1999
DWQ# 99-0943
Perquimans County
Camden Marine, Inc., d/b/a Shore Flyte
168 Highway 158
Camden, NC, 27921
APPROVAL of 401 Water Quality Certification
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to construct a boat maintenance
facility including bulkhead, boat ramp, travel lift and nine slip pier along the Perquimans River as you
described in your application received by the NC Division of Coastal Management on July 29, 1999.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112. This Certification allows to use your CAMA Permit when the NC Division of
Coastal Management issues it. 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 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 for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, 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 919-733-9646.
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
w ..
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Doug Huggett, DCM
Mr. John Dorsey
Construction Engineering Services, P.O. Box 168, Clifton, VA, 20124
Central Files
990943

J
LAMA
August 20, 1999
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
?PC rA ?????y?
John R. Dorney, Environmental Biological Supervisor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Perquimans County/Camden Marine, Inc. d/b/a Shore Flyte
Project Location: SR 1336, Perquimans County Commerce Centre in Hertford
Proposed Project: Construct a maintenance building, parking and infrastructure, bulkhead,
boat ramp, travel lift and a nine slip pier along the Perquimans River.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by September 10, 1999. If you have any questions regarding the proposed project, please
contact Dennis W. Hawthorn at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED DATE
North Carolina Department of Environment and Natural Resources James B. Hunt Jr., Governor • Wayne McDevitt, Secretary
Division of Coastal Management Donna D. Moffitt, Director
Elizabeth City Office • 1367 US 17 South • Elizabeth City, NC 27909 . Phone [phone]
I
I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Perquimans County / Camden Marine, Inc. d/b/a Shore Flyte
PROJECT NAME : Perquimans County / Camden Marine Boat Maintenance Facility
2. LOCATION OF PROJECT SITE: Perquimans Co. Commerce Ctr., SR 1336, Harvey Pt. Rd.,
Hertford, Perquimans County
Photo Index - 1995: 158-1629, v 21 1989: 117-20, p 20
State Plane Coordinates: X: 2752600 Y: 893500
3. INVESTIGATION TYPE: CAMA / D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 16 and May 17, 1999
Was Applicant Present - Yes ; No
5. PROCESSING PROCEDURE: Application Received Complete - July 29, 1999
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust, Estuarine Waters/Estuarine Shoreline
(C) Water Dependent: yes
(D) Intended Use: Private/Commercial
(E) Wastewater Treatment: Existing - None
Planned - none
(F) Type of Structures: Existing - None ; Planned - Bulkhead, pier with 9 slips, boat ramp and
travel lift, boat maintenance facility building, parking and
infrastructure.
(G) Estimated Annual Rate of Erosion: 2 - 3 feet per year
Source - Applicant
7. HABITAT DESCRIPTION: (AREA)
FXC'AVATFI) F11 1 Frl ni'uCD
(A) Vegetated Wetlands
(B) Public Trust Area / Estuarine 3,468 sf. 1,550 sf. Shaded : 2,993 sf. (0.069 A )
Waters (0.08 A.) (0.036 A) Slip Allocation: 10,725 sf. (0.246 A)
*
(C) Upland 4,000 sf. Gravel area adjacent to bulkhead
(0.092 A) 20,000 sf. (0.459 A.)
Disturbed/Impervious area OUTSIDE
of the Estuarine Shoreline AEC
125,453 sf. (2.88 A.)
(D) Total Area Disturbed: 160,721 sf. (3.694 A.) * This figure does not include excavation.
Excavation square footage is included within the footprint of the boat ramp and lift structures.
(E) Primary Nursery Area: No
(F) Water Classification: SB ; Closed to Shellfish harvest
8. PROJECT SUMMARY: This project involves the construction of a boat maintenance facility
including bulkhead, a boat ramp, a travel lift and a nine slip pier along the Perquimans River. This
proposal also includes a maintenance building, parking and infrustructure.
Perquimans County Boat Maintenance Facility / Camden Marine, Inc. d/b/a Shore Flyte
Bio Report,
Page 2
Site Description
The site is located approximately one and one-half miles southeast of and downstream from the
US 17 Perquimans River Bridge, off SR 1336, Harvey Point Road near the Town of Hertford,
along the Perquimans River in Perquimans County. The site was previously zoned for
agricultural use but has been recently re-zoned for manufacturing and is the site for the 255
acre Perquimans County Commerce Center. This individual proposal site involves a 9.88 acre
parcel within that tract. This site includes approximately 271 feet of shoreline.
Bald cypress are scattered waterward of the NWL with a cypress fringe located along the
existing property lines. The majority of the property's shoreline slopes upward to a site
elevation of approximately 8 feet above the NWL and is vegetated in upland trees, shrubs and
grasses. The tract has previously been vegetated in cotton, soy beans and corn.
The Perquimans River, in the vicinity of this proposal, is over one mile wide. Channel depths
in the vicinity of this proposal are known to exceed 20 feet, NWL. The Perquimans River is a
tributary of the Albemarle Sound. Waters upstream of the old US 17 Bridge, approximately 2
miles upstream from this site, are classified as SC Waters, while waters downstream of the
old US 17 Bridge are classified as SB Waters by the NC Environmental Management
Commission. In conjunction with these classifications, these waters are also designated as
Inland Waters upstream of the old US 17 Bridge and as Joint Waters downstream from this
location by the North Carolina Wildlife Resources and Marine Fisheries Commissions. The
waters of the Perquimans River are not open to any commercial shellfish harvest. Submerged
aquatic vegetation are present along the shoreline generally in water depths of 6 feet or less
along many sections of the river. No SAV's were observed in this project area. Upstream
sections of the river are noted as spawning areas for anadromous fish species.
Pro ect Proposal
The applicant proposes to construct the necessary waterfront structures for a full service boat
repair and maintenance facility including a 9 slip floating dock, a ramp, a travel haul-out lift
and bulkhead/rip rap shoreline stabilization. The property is currently owned by Perquimans
County. Perquimans County and Tony Wooddisse of Camden Marine, Inc. have a purchase
option agreement which states that the proposed project located at this property must be
permittable for its intended use prior to closing. All consultant, development fees and
expenses associated with this proposal have been paid for by Mr. Wooddisse. No public funds
have been expended on this property regarding the development of this specific proposal.
This project proposal includes five aspects of work. These include the following.
[11 Shoreline stabilization with a timber (or vinyl sheet pile and timber) bulkhead along 200
linear feet of shoreline at or above the NWL with the exception of a 5 to 10 foot
waterward maximum requirement near the boat launch ramp return wall locations is
proposed. Rip rap rock will also be placed adjacent to each bulkhead return wall.

,Perquimans County Boat Maintenance Facility / Camden Marine, Inc. d/b/a Shore Flyte
Bio Report,
Page 3
[2] The construction of a 28 foot wide boat ramp is proposed. The 28 foot width is planned
to allow half of the ramp to be placed on a 14% slope to accommodate motor vessels.
This portion of the ramp will extend approximately 55 feet beyond the NWL. The other
half of the ramp will be constructed at a 17.5% slope to accommodate deep draft fixed
keel vessels. This half of the ramp will extend approximately 45 feet beyond the NWL.
The overall ramp structure dimension is 28 ft. wide by 85 ft. in length. The ramp will
extend to a -4.0 ft. water depth, NWL and require the excavation of 174 cy. of river
bottom. A 4 ft. wide courtesy finger pier will be placed on each side of the ramp and
extend waterward a distance congruent to the waterward ramp length portion on that side
of the structure (55 and 45 feet).
[3] A 191 ft. long by 8 ft. wide floating dock with 9 slips and associated mooring piles is
proposed. The 8 ft. pier width is necessary for wheelchair accessibility and to allow
sufficient room for others to comfortably pass and work around them. Except for one
slip identified as slip I with a allocated length of 25 ft.], each slip will be 30 ft. long
and will range between 25 and 35 ft. in width. The proposed pier configuration will
include 11 finger piers. This large slip size is proposed to accommodate large catamaran
cabin boats. Each finger pier forming the slips will be 3 ft. in width. A 68 ft. long by 6
ft. wide "T" platform is proposed at the waterward end of the pier. Water depths at the
end of the pier are -25 ft., NWL.
[4] A travel haul-out lift to accommodate the removal of larger vessels is proposed. This
lift will extend waterward from the bulkhead 60 ft. and be 25 ft. in width. A 4.5 ft.
wide pile supported track will extend the entire length of the lift on both sides of the
structure. In addition, this proposal also includes a 675 sf. forklift-boat drop-in area,
adjacent to the bulkhead. The lift and haul out areas will require additional dredging
excavation of 301 cy. of river bottom to accommodate these uses.
[5] A final but significant aspect of his proposal includes the development and site grading
of 2.88 acres of upland area for the construction of driveways, roadways, buildings and
parking areas for a boat repair and maintenance facility. A gravel yard area is proposed
adjacent to the bulkhead and will extend 100 feet landward. This area will be graded
with a compacted gravel surface, sloped so that all runoff is directed into stormwater
management ponds to be constructed on the tract.
Perquimans County Boat Maintenance Facility / Camden Marine, Inc. d/b/a Shore Flyte
Bio Report,
Page 4
Anticipated Impacts
The proposed boat maintenance facility will impact a total area of land and water resources of
at least 3.23 acres. This includes the following :
• The shading of 2,993 sf. of Public Trust / Estuarine Waters associated with the
pier and lift structures;
• The shading and/or mooring use of 10,725 sf. of Public Trust / Estuarine Waters
associated with the allocation of the boat slips;
• The filling of 1,550 sf. of Public Trust / Estuarine Waters river bottom associated
with the bulkhead and boat ramp placement within the Perquimans River;
• The grading of 125,453 sf. of shoreline and upland area adjacent to the
Perquimans River associated with the facility;
• The compaction of 20,000 sf. (200 ft. by 100 ft.) of gravel area located directly
adjacent to the bulkhead and the Estuarine Shoreline of the Perquimans River.
This will result in 74% coverage of the lot's Estuarine Shoreline with impervious
surfaces.
This proposal will require 475 cy. of river bottom excavation within the Public Trust Area of
the Perquimans River. The boat ramp and bulkhead construction will result in the placement
of 60 cy. of fill material below the NWL. This proposal identifies a total of 9 slips. These
slips are sized to handle large vessels. It is conceivable, due to the size and configuration of
the dock and associated 11 finger piers, a greater number of smaller vessels could be moored
at this facility. Any permit issued should restrict this facility's mooring to a maximum of 9
vessels.
Due to the River's width in the vicinity of this project, this proposal should not significantly
increase navigation impacts within the Public Trust Area of Perquimans River. The proposed
project will not result in the filling of any vegetated wetlands. The compacted gravel grading
along the entire length of the proposed bulkhead will exceed the 30 % impervious surfaces
coverage within the Estuarine Shoreline AEC. The application does not include an approved
Storm Water Management Plan (SWMP). The applicant (Tony Wooddisse) has verbally
committed to the preparation of a SWMP to address the impact of this stormwater runoff.
Submitted By: Dennis W. Hawthorn
Date: August 17, 1999

APPLICATION
?, t_I frg be completed by all applicants)
1. APPLICANT
J4l °_ ti 1!.V
a. Landowner*
:° V?
1 ?1
Name Perquimans County
Address P.O. Box 45
City Hertford State NC
Zip _ 27944 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Construction Engineering Services. Inc.
Address P.O. Box 168
City Clifton State Virginia
zip 20124 Day Phone [phone]
Fax [phone]
c. Project name (if any) Perquimans County
Commerce Centre - Boat Maintenance Facility
NOTE: Pernut will be issued in name of /mdo%ner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
t. County Perquimans
b. City, town, community or landmark
Hertford
c. Street address or secondary road number
- State Route 1336
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) Perquimans River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of timber bulkhead, travelift
haulout slip, boat launch ramp and
floating dock with 9 slips
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial use
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. The 1roject is for construction
of the necessary structures for a full service
boat maintenance facility with the capability to
haul and launch boats using a travelift, forklift or
trailer and ramp. Construction will be done using
conventional pile driving and timber construction
methods. Excavation for launch ramp and
travelift will be done by mechanical methods.
b( ackhoe from shore)
tevised 03/95
[' V?111 L,?.r 1?1?l?Lr ?1
4. LAND AND WATER
CHARACTERISTICS
Size of entire tract 255.07 Acres
). Size of individual lot(s) 9.88 Acres
Approximate elevation of tract above MHW or
NWL 8 feet
1. Soil type(s) and texture(s) of tract
Silty sands
Vegetation on tract Grasses, weeds and
remains of last 14_ars rnttnn rmp
Man-made features now on tract Existing ditch
near north side o ropes
;. What is the CAMA Land Use Plan land
classification of the site? (Conrtllt the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
i. How is the tract zoned by local government?
M-1
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certifl-we, if applicable)
Has a professional archaeological assessment been
done for the tract? X_ Yes No
If yes, by whom? C'entura Rank (nreyin ,s owner)
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? X Yes No
Coastal (marsh) Other -K(fringe)
If yes, has a delineation been conducted? yes
(Attach documentation, ijavagable)
m. Describe existing wastewater treatment facilities.
None currently bUt site will he hank .d up to
Town of Hertford Wastewater Plant
n. Describe location and type of discharges to water:
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wast
down" and residential discharges.) Surface
ninoff
o. Describe existing drinking water supply source.
Currently erquimans County, but site will
he tied into Town of Hertfnrd svstPm
5. ADDITIONAL INFORMATION
In addition to the completed application form, thf
following items must be submitted:
• A copy of the deed (with state application only) of
other instrument under which the applicant claims titlf
to the affected properties. If the applicant is no-
claiming to be the owner of said property, then
forward a copy of the deed or other instrument unde
which the owner claims title, plus written permissior
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in blaci
ink on an 8 1/2" by 11 " white paper. (Refer tc
Coastal Resources Commission Rule 7J.0203 for
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-lint
prints or other larger plats are acceptable only if ar.
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
tevkced 03/95
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Nita N. Brown (downstream)
Address 1440 N. Lake Way, Palm Beach. FL 33480
Phone
Name
Address
Phone
Name
Address
Phone
A. Dail Dekker & Celia Reese Fitzgerald
424 Chesopeian Trail. Va. Beach. Va. 23452
Michael P. Zarpas (has option on upstream)
192 Ballard Ct__ Ste_ 200 Va_ Rrh Va 23462
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 28th day of April , 19 99 .
Print Name Harold Jay Goodman. Pres. Const. Eng. Svcs.
Signature
r o rind Age V
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOM Please sign and date each attachment in the
space provlded at the bottom of each form.
ReAwd 03/95
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Eristing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat (174 CY)
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth

38' 36' 1.0' 4.0'
Avg. -

60' 1.2' 5.0'
Avg.
(Travelift 301 CY)
1. EXCAVATION
a. Amount terial to be excavated from below
MHW or?NW in cubic yards 475 CY
b. Type of material to be excavated Silty sand
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 N/A
2. DISPOSAL OF EXCAVATED
MATERIAI.
a. Location of disposal area Upland area of site
(also possible bulkhead backfill when dried)
b. Dimensions of disposal area 200'x 700'
c. Do you claim tide 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? Yes X No
If yes, where?
Revised 03/95
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 Riprap
b. Length 200 LF
c. Average distance waterward of MHW or NWL
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
Located at M.H.W. except 5' to 10' at launch ramp
5. GENERAL
d. Maximum distance waterward of MHW or NWL
10' at launch ramp
a. How will excavated or fill material be kept on site
Shoreline erosion during preceding 12 months and erosion controlled? Area to contain material
2' to 3' due to northeasters will be surrounded with an earth berm and
(s,,,,,, ofi fo,,=si,,,) visual observations & measurements silt fence
f. Type of bulkhead or riprap material
Pressure treated (CCA) timber and / or vinyl b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
g. Amount of fill in cubic yards to be placed below dredge)?
water level A backhoe and a loader
(1) Riprap 29.1 CY
(2) Bulkhead backfill 30 CY
c. Will wetlands be cr3ssed in transporting equipment
h. Type of fill material rip rap - stone to project site? X Yes No
bulkhead backfill - sands If yes, explain steps that will be taken to lessen
environmental impacts. Wetlands to be crossed
i. Source of fill material stone from quarry are non-vegetated sand beach areas
sand from upland areas on the site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
Perauimans Coun
Applicant or Project Name
signal T5
4-28-99
Date
Revised 03/95
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed One boat service facility
b. Number of lots or parcels One
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Town of Hertford WWTP
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 2.88 Acres
(125,453 SF)
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
ResourcesT Yes X No
If yes, date submitted
f List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt - front of bido.
Concrete - sides and rear of bldg.
Compacted crushed stone - rear driveway_
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 100%
j. Have the facilities described in Item i. above
received state or local approval? Yes
(Attach appropriate docununtation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
public system (county)
m. Will water be impounded? X Yes No
If yes, how many acres? 0.78 Just for stormwater
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Perguimans County
Applicant o Project Name
r'-L' Aeavyr
Stgnat
6-14-99
Date
Revised 03195
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial Community _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) X Commercial -Community _ Private
(2) Number 1
(3) Length 191 LF (4) Width of water body
(4) Width 8 Ft. (5) Distance buoy(s) to be placed beyond
(5) Finger Piers X Yes No shoreline
(i) Number 9 si'1eS1; (? ?1
(ii) Length 30 Ft. f. Mooring structure (boatlift, mooring pilings
etc.)
(iii) Width 3 Ft.
---- ,
O 1
_ Commercial -Community _ Private
(6) Platform(s) X Yes No (2) Number
(i) Number 1 (3) Length
(ii) Length 68 Ft. (4) Width
(iii) Width 6 Ft.
(7) Number of slips proposed 9 g. Other (Give c+orMku descripdon)
(8) Proximity of structure to adjacent riparian Travelift haulout slip - Two 60 ft. long x 4'-6"
property lines 80' to dwnstrm, 96' to upstrm wide conc. runways @ El. 8.0 open pile
(9) Width of water body Approx. 4700 Ft. supported off the river bottom.
(10) Water depth at waterward end of pier at Concrete boat launch ramp - 64 Ft. x 28 Ft.
MLW or NWL 25 Ft. poured-in-place boat ramp.
Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Perquimans County
Applicant or Project Name
signet
4-28-99
Date
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
:eAsed 03/95
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PURPOSE:CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. BOAT MAINTENANCE FACILITY
MAINT. FACILITY
DATUM: M.L.W.
BOAT MAINTENANCE IN: PERQUIMANS RIVER - A TRIB.
OF THE ALBEMARLE SOUND
ADJACENT PROPERTY OWNERS: FACILITY AT:HERTFORD,NC
COUNTY : PERQUIMANS STATE: NC
1. CELIA BOYCE HEIRS PERQUIMANS COUNTY APPLICATION BY: OWNER
2. PERQUIMANS CTY. COMM. CNTR. COMMERCE CENTER
HERTFORD, NC SHEET 1 OF 16 DATE: 422-99
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PURPOSE:CONSTRUCTION OF BOAT
MAINT. FACILITY
DATUM: M.L.W.
ADJACENT PROPERTY OWNERS:
1. CELIA BOYCE HEIRS
2. PERQUIMANS CTY. COMM. CNTR.
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IN: PERQUIMANS RIVER - A TRIB.
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APPLICATION BY: OWNER
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ADJACENT PROPERTY OWNERS: FACILITY AT:HERTFORD,NC
COUNTY : PERQUIMANS STATE: NC
1. CELIA BOYCE HEIRS PERQUIMANS COUNTY APPLICATION BY: OWNER
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DATUM: M.L.W. BOAT MAINTENANCE OF THE ALBEMARLE SOUND
FACILITY AT: HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. CELIA BOYCE HEIRS PERQUIMANS COUNTY APPLICATION BY: OWNER
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HERTFORD, NC SHEET 4 OF 16 DATE: 4-22-99

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CONSTRUCTION OF
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CONST. BOAT MAINTENANCE FACILITY
IN: PERQUIMANS RIVER - A TRIB.
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GALV. STEEL ANGLE
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PURPOSE:CONSTRUCTION OF BOAT
MAINT. FACILITY
DATUM: M.L.W.
ADJACENT PROPERTY OWNERS:
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2. PERQUIMANS CTY. COMM. CNTR
CONSTRUCTION OF
BOAT MAINTENANCE
FACILITY
PERQUIMANS COUNTY
COMMERCE CENTER
HERTFORD, NC
CONST. BOAT MAINTENANCE FACILITY
IN: PERQUIMANS RIVER - A TRIB.
OF THE ALBEMARLE SOUND
AT: HERTFORD, NC
COUNTY : PERQUIMANS STATE: NC
APPLICATION BY: OWNER
SHEET 13 OF 16 DATE: 4-22-99
GALV. STEEL ANGLE
FRAMING CONNECTOR
WITH MALE/FEMALE
PINNED JOINT (TYP.)
0
2'-0"
8'-0" (MAIN DOCK)
FRAMING PLAN OF 8'x 13' MAIN DOCK SECTION
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- 3'x x 20" ENCAPSULATED
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PRESSURE
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SCALE: 3/16" = T-0"
PURPOSE:CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. BOAT MAINTENANCE FACILITY
MAINT. FACILITY IN: PERQUIMANS RIVER - A TRIB.
DATUM: M.L.W. BOAT MAINTENANCE OF THE ALBEMARLE SOUND
ADJACENT PROPERTY OWNERS: FACILITY AT:HERTFORD,NC
COUNTY: PERQUIMANS STATE: NC
1. CELIA BOYCE HEIRS PERQUIMANS COUNTY APPLICATION BY: OWNER
2. PERQUIMANS CTY. COMM. CNTR. COMMERCE CENTER
HERTFORD, NC SHEET 14 OF 16 DATE: 4-22-99
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CONST. BOAT MAINTENANCE FACILITY
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AT: HERTFORD, NC
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APPLICATION BY: OWNER
SHEET 15 OF 16 DATE: 4-22-99
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PURPOSE:CONSTRUCTION OF BOAT
MAINT. FACILITY
DATUM: M.L.W.
ADJACENT PROPERTY OWNERS:
1. CELIA BOYCE HEIRS
2. PERQUIMANS CTY. COMM. CNTR.
CONSTRUCTION OF
BOAT MAINTENANCE
FACILITY
PERQUIMANS COUNTY
COMMERCE CENTER
HERTFORD, NC
CONST. BOAT MAINTENANCE FACILITY
IN: PERQUIMANS RIVER - A TRIB.
OF THE ALBEMARLE SOUND
AT: HERTFORD, NC
COUNTY: PERQUIMANS STATE: NC
APPLICATION BY: OWNER
SHEET 16 OF 16 DATE: 4-22-99