20041957 Ver 1_Complete File_20040128

.WV?4:L "VZO
Permit Class Permit Number
NEW 46-05
STATE OF NORTH CAROLINA
Department of Environment and Natural; Resources-
and
Coastal Resources Commission
e mtt
for t W w ?,?
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Forrest L. Bartlett, 143 Milltown Rd., Shiloh, NC 27974
Authorizing development in Camden County at Pasquotank River, 128 Lauren Lane, Shiloh
, as requested in the permittee's application dated 04/08/04. including the
attached workplan drawings (2), dated 03/05/04
This permit, issued on March 31, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
February 15 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
2), Excavation shall not exceed -3.5 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
3) The temporary placement or double handling of fill materials within waters or vegetated wetlands shall
not be authorized.
(See attached sheets 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 shall 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 Division approval.
All work shall cease when the permit expires on
December 31, 2008
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 DENR and the
Chairman of the Coastal Resources Commission.
S../. V. aw=-
> 7r- Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
s
Forrest L. Bartlett Permit #46-05
Page 2 of 4
ADDITIONAL CONDITIONS
4) No excavation shall take place at any time outside the alignment of the area indicated on the workplan
drawings dated 03/05/04.
Spoil Disposal
5) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
6) No spoil material is to be placed within_30_feet of the normal water line, except-that which shall be used
to backfill the area behind the bulkhead.
Sedimentation and Erosion Control
7) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
8) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
9) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
Shoreline Stabilization
- 10) -- The bulkhead alignment-will follow the-shoreline of the authorized basin and entrance canal. An on-site
meeting with a representative of the Division of Coastal Management shall be conducted prior to any
excavation in order to discuss the bulkhead alignment. The permitee is urged to have their contractor
present.
11) The bulkhead shall be constructed prior to any backfilling activities.
12) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
13) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
14) The backfill material shall be clean and free of any pollutants except in trace quantities.
Forrest L. Bartlett
Docking Facility
Permit #46-05
Page 3 of 4
15) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application dated 04/08/04 and the attached
workplan drawings dated 03/05/04. No other structure, whether floating or stationary, may become a
permanent part of this docking facility without permit modification. No non-water dependent uses of
structures may be conducted on, in or over public trust waters without permit modification.
16) The docking facility shall have a minimum setback distance of 15 feet between any.parts; of the structure
and the adjacent property owner's riparian access 'corridor, which is determined by drawing a` line '
parallel to the channel, then drawing a line perpendicular, to the channel line that intersects with the
shore at the point where the upland property line meets the water's edge.
17) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
18) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
19) The permittee shall 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.
20) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
21) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
Boat Ramp
22) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
s
Forrest L. Bartlett
General
Permit #46-05
Page 4 of 4
23) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any. such
removal or alteration.
24) No vegetated wetlands shall be excavated or filled. - -
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3490 (DWQ Project No. 04-1957), which was issued on 01/18/05.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200510106.
IN REPLY REFER TO
Regulatory Division
Action ID No. 200510106
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
Hestron Plaza II, 151-B Highway 24
Morehead City, North Carolina 28557
Dear Mr. Huggett:
February 10, 2005
?-; Tff
t
T
m?
ti
Reference the application of Forrest L. Bartlett for a Department of the Army permit to
excavate a boat basin and construct a boatramp, bulkhead, and boatlift, on property located off
NC Highway 343, adjacent to the Pasquotank River, near Shiloh, in Camden 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:
1. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
3. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour and any regularly or irregularly flooded vegetated wetlands.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
4. No vegetated wetlands will be excavated or filled.

-2-
5. Excavation will not exceed -3.5 feet below the elevation of mean low water (MLW).
6. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands are not authorized.
7. No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
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 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
"?UA
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
i
-3-
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
i
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
IN REPLY REFER TO
Regulatory Division
Action ID No. 200510188
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 10, 2005
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
Hestron Plaza II, 151-B Highway 24
Morehead City, North Carolina 28557
Dear Mr. Huggett:
?n
O ? ?v
Reference the application of the Sea Harbour Condominium Yacht Club for a Department
of the Army permit to conduct maintenance excavation within an existing channel, place riprap
material, extend finger piers, and construct additional boat slips, on property located at 6020
Harbour Way, adjacent to Pierce Creek, in Oriental, Pamlico 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:
1. The addition to dock "A' is not authorized due to the potential to adversely affect
navigation within Pierce Creek.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
3. In order to protect juvenile fisheries resources, no excavation or filling will be permitted
between the dates of April 1 and September 30 of any year without the prior approval of the
North Carolina Division of Coastal Management.
-2-
4. No excavated or fill materials will be placed at any time in any vegetated wetlands or
waters.
5. Excavation will not exceed -9 feet below the elevation of mean low water (MLW).
6. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands are not authorized.
7. The riprap material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
8. This permit does not authorize the interference with any existing or proposed Federal
project, and the permittee will not be entitled to compensation for damage or injury to the
authorized structure or work, which may be caused from existing or future operations undertaken
by the United States in the public interest.
9. No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
10. 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.
11. The authorized structure and associated activity will not cause an unacceptable
interference with navigation.
12. 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 in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
s
-3-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
T
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
i
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
,NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
IN REPLY REFER TO
Regulatory Division
Action ID No. 200510081
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 10, 2005
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
Hestron Plaza 11, 151-B Highway 24
Morehead City, North Carolina 28557
Dear Mr. Huggett:
T
o ?
F
00-09 moo`s O
?y
Reference the application of William F. Small for a Department of the Army permit to
place fill material within approximately 0.06-acre of freshwater wetlands and construct a road
crossing, on property located off State Road 1126, adjacent to Newbegun Creek, in Pasquotank
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:
1. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. No vegetated wetlands will be excavated or filled outside of the authorized area.
3. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands are not authorized.
4. The fill material will be clean and free of any pollutants except in trace quantities. Metal
products, organic materials, or unsightly debris will not be used.
5. 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.
-2-
6. 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 in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
7. The Permittee shall preserve and maintain the 0.64-acre of Department of the
Army jurisdictional wetlands as surveyed on the attached plat titled Newbegun Landing
Road Crossing, prepared by Atlantic Environmental Consultants, LLC., dated November
5, 2004. The Permittee is prohibited from performing any of the following activities on
the property: Filling; grading; excavating; earth movement of any kind; construction of
roads, walkways, buildings, signs, or any other structure; any activity that may alter the
drainage patterns on the property; the destruction, mowing, or other alteration of
vegetation on the property; disposal or storage of any garbage, trash, or other waste
material; or any other activity which would result in the wetlands being adversely
impacted or destroyed.
b. Prior to beginning work authorized by this permit, the Permittee shall execute
and cause to be recorded a conservation easement prohibiting those activities listed in
condition a. above. The holder of this easement shall be approved by the Corps of
Engineers prior to recordation of the easement. The Permittee shall provide the Corps of
Engineers, a copy of the recorded easement within 60 days of the recordation of the
easement. The Permittee shall take no action inconsistent with the terms and purpose of
the conservation easement on the property described therein.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
WM.
Raleigh Bland, P.W.S.
Regulatory Project Manager
-3-
Copies Furnished:
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 18, 2005
Mr. Forrest L. Bartlett
133 Cooks Ldg. Rd.
Shiloh, NC, 27974
Subject Property:
128 Lauren Lane, Shiloh
DWQ Project # 04-1957
Camden County
Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Mr. Bartlett:
You have our approval, in accordance with the attached conditions, to excavate within or otherwise
impact 0.07 acres of waters to excavate a boat basin with an entrance canal and channel, bulkhead the
basin and channel, construct a boat ramp and boatlift as described in your application received by the
Division of Water Quality (DWQ) Wetlands/401 Unit on December 8, 2004: After reviewing your
application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3490 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USAGE). In addition, you should get
or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is 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 the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
404/LAMA Wetlands 0.07 (acres) DCM Field Investigation Report
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httr)://h2o.enr.state.nc.us/ncwetlands
None Carolina
tundly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Forrest L. Bartlett
Page 2 of 2
January 18, 2005
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3490.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
/71-11, Alan W. Klimek, P.E.
AWK/cbk
Enclosures: GC 3490
Certification of Completion
cc: Doug Huggett, DCM
USAGE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
William Godfrey, P.O. Box 1117, Elizabeth City, NC, 27906
Filename: 041957Bartlett(Camden)401
gly@LROULRY
A74LA. DEC 0 8 2004
NCDENR
North Carolina Department of Environment and Natural Resod"sue sro'??w°?, ?'TM
Division of Coastal Management BRANCH
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
December 2, 2004
I
MEMORANDUM: o41,957
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
i.
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Forrest L. Bartlett
Project Location: 128 Lauren Lane, Shiloh
Proposed Project: Boat Basin Excavation with Entrance Canal & Channel, Bulkhead, Boat
Ramp, & Boatlift
;Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 23, 2004, to Hestron Plaza II, 151-B Hwy 24, Morehead City, NC 28557.
If you have any questions regarding the proposed project, please contact Frank Jennings at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 30%o Recycled by Fiber Weight
i
G
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Forrest L. Bartlett
2. LOCATION OF PROJECT SITE: 128 Lauren Lane, off NC 343, Shiloh, Camden County, and
adjacent to the Pasquotank River.
Photo Index - 2000: 170-1937 (J, K-5) 1995: 169-1731 (Q, R-10) 1989: 129-5 (L, M-18)
1984: 123-740 (K, L-14)
State Plane Coordinates - X: 2851050 Y: 931050 Shiloh, NC GPS: E100513A
LL
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/05/04 Was Applicant Present - Yes 041957
5. PROCESSING PROCEDURE: Application Received Complete - 11/11/04
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Camden County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private, Residential
(E) Wastewater Treatment: Existing - On site septic drain field
Planned - N/A
(F) Type of Structures: Existing - Single-family dwelling, bulkhead, pier, riprap
Planned - Boatlift, boat basin, boat ramp, bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Estuarine Shoreline 1930 sq. ft.
(B) Non-Vegetated Wetlands: Boatlift
Public Trust Area, Estuarine Waters 900 s q. ft. 180 s q. ft.
(C) Uplands 3030 sq. ft. Boat Ramp
256 sq. ft.
1000 sq. ft.
(D) Total Area Disturbed: 7296 sq. ft. (0.17 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate a boat basin with an entrance canal and
channel, bulkhead the basin and channel, construct a boat ramp, and construct a boatlift.
FORREST L. BARTLETT
FIELD INVESTIGATION REPORT
PAGE 2
Project Setting
The site of the development proposal is a 25.35-acres parcel that is located adjacent to Bartlett's
Landing, which is a single-family unit subdivision off NC 343, Shiloh community, in Camden
County and adjacent to the Pasquotank River. The property address is 128 Lauren Lane, which is
a private street within the subdivision that intersects NC 343 at SR 1123. The property consists of
approximately 19 acres of uplands that are mostly flat and vegetated with pine, gum, maple, and
yard grasses, and six acres of 404 wetlands that are vegetated with cypress. The upland area has
an elevation of approximately 4 to 5 feet above normal water level (NWL), and the soils are a
Chowan type of fine silt mixed with sand. A portion of the wetland area lies adjacent to the
Pasquotank River and has broken concrete along the shoreline. An upland ridge, approximately
20 feet wide at the shoreline, separates the wetland areas. The remainder of the wetlands are
located along the northwestern property line and are part of a swamp drainage slough.
The applicant has constructed a single-family dwelling with a septic drain field system and a paved
driveway, as well as approximately 720 feet of wooden bulkhead along the shoreline adjacent to
the upland area. Other man-made features on the property consist of a pier, platform and two boat
slips, and riprap along the shoreline to protect the adjacent wetlands. The property has
approximately 1630 feet of shoreline along the Pasquotank River.
The adjacent property to the west is a continuation of the swamp area and the adjacent property to
the east is a subdivision lot that has a shoreline bulkhead.
The applicant indicates that wetland. delineation was done at the site by William Wescott and
Tracey Wheeler, US Army Corps of Engineers (USACOE), on January 22, 2004. There are
existing flags along the designated wetland area at the development site.
The waters of the Pasquotank River in this area are classified as SB and are closed to shellfish
taking. The river bottom in this area consists of sand and silt material and the water depths range
from -1 foot at the shoreline to more than -4 feet deep at the existing pier platform. No SAVs
were observed at the site. No archeological sites were observed at the site.
Development Proposal
The applicant proposes to construct a boat basin approximately 40 feet by 68 feet by -3.5 feet, an
entrance canal leading to the boat basin approximately 96 feet long, 20 feet wide and -3.5 feet
deep, and an entrance channel in the Pasquotank River approximately 45 feet long, 20 feet wide
and -3.5 feet deep. The proposed basin and entrance canal will be located on the upland ridge that
separates the adjacent wetland areas along the Pasquotank River. The proposed excavation of the
entrance channel will reach connecting water depth of greater than -3.5 feet.
FORREST L. BARTLETT
_ FIELD INVESTIGATION REPORT
PAGE 3
The applicant proposes to position the excavation equipment on the upland ridge and dig from the
shoreline back so equipment will not impact wetlands. All spoil and excavated material will be
removed from the site and deposited on an upland area of the applicant's property or on a nearby
farm the applicant owns located on SR 1113. The applicant proposes to install 410 feet of sheet
piling (vinyl or steel) bulkhead along the excavated basin and canal to prevent erosion. No tie
back rods or cables are proposed for the bulkhead in order to minimize impacts to the adjacent
wetlands.
The applicant proposes to construct a 16-foot by 16-foot concrete boat ramp to provide trailer
access to the basin.
The applicant proposes to construct a 12-foot by 15-foot boatlift adjacent to his existing pier
platform.
Anticipated Impacts
The excavation of the entrance channel will disturb approximately 900 square feet of shallow water
habitat within the Public Trust Area (PTA) and Estuarine Waters (EW) Areas of Environmental
Concern (AEC), and approximately 75 cubic yards of bottom material will be removed. The
excavation of the entrance canal and boat basin will disturb approximately 1930 square feet of
uplands within the Estuarine Shoreline AEC and approximately 3030 square feet of uplands
outside of the AEC. Approximately 872 cubic yards of material from above NWL and 648 cubic
yards from below NWL will be excavated to create the canal and boat basin.
The proposed boat ramp will result in 256 square feet of impervious surface in the upland area.
The proposed backfill for the bulkhead along the upland sides will result in approximately 1000
square feet of upland fill.
The proposed boatlift will capture 180 square feet of PTA and EW AECs, will not infringe on any
riparian corridors, and will result in the applicant having a total of three slips. Temporary water
turbidity will occur during construction.
Submitted by: Frank A. Jennings, III
Date: 12/02/04
RECEIVED
Form DCM-MP-1
APR 12 2004
APPLICATION, COASTAL N ANAGEMENT
ELIZABETH CITY
(To be completed by all applicants)
b. City, town, community or landmark
'5' I (-G if
Y. APPLICANT
a. Landowner:
Name '?Gl?'y L t ?c`li
Address i CGk ?t f?
City U I is ak. State Al,
Zip 27`'72' Day Phone 4720
Fax
b.' Authorized Agent:
Name YAoL JAAA CV? PL-
Address
City '`': %''?' :=1"1j (L State ?I
Zip 7"9G Day Phone 77? -- 2 2 -7L
Fax ?LL-2
c. Street address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? /' Yes No
e. Name of body of water nearest project (e.g.. river,
creek, sound, bay) 0A` iQ U-d-22-N e Q VC--/Z
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.
I k; F- i `, y1t617+? n i at?r`-fli:C l?l, AJrA7C," Ml ik-P
_C.^aC1a -ill rZAM'ix:-si?i ?.91y AMP
b. Is the proposed activity maintenance of an existing
project, new work, or both? MEW WCPk
c. Will the project be for public, private or commercial
use? P9 i V/VrL-
c. Project name (if any)
NOTE: permit jU be issued in name of landowne N, and/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
•??
a. County
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
i
additional pages.
T Ike
Revised 03/95
V
Form DCM-MP-I
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract _7 6 , •3 6 ???%??
b. Size of individual lot(s) ?7r4m E
c. Approximate elevation of tract above MHW or
NWL X+5c- N•&-V.7
d. Soil type(s) and texture(s) of tract
CJ ICWAAI r?uC _ 5- i LI Aw 00,
e. Vegetation on tract ?` ?C55 ny?/NtS:
rj?rat?j? L`t??-?7?GIV ; L`I'u?N? GxZl?55
f. Man-made features now on tract I/fit
g. What is the CAMA Land Use Plan land
classification of the site? (Comult the locd land use plan.)
_JZConservation
__..__.,Developed
Rural
Transitional
Community
Other
h. How is the tract•zoned by local government?
{?3?1
i. Is the proposedproject consistent with the applicable
zoning? b Yes No
(Attach zoning =npliance cerriiff=ve, lfapplicaRej
j•
Has a professional
done for the tract?
If yes, by whom?.
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or gligible property?
Yes V No
1. Are there wetlands on the site? ? Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach doacmentation, if available)
archaeological assess ent been
Yes VNo
m. Describe existing wastewater treatment fac'?tities.
901M E IM 5 A LEY(/ 59 le.5; W50
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
r;P%cn( s7P171WAZF2 ,emu o??
o. Describe existing drinking water supply source.
/t ume Prig W/MEPa
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 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.
n..:.,.a A110[
RECEIVED
Form DCM-MP-1
APR 12 2004
COASTAL t4ANAGEMENT
ELIZABETH CITY
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 OC- N J I Cl?l?
Address 1'3d L 14 Ut e;N ?I -??-2 W
Phone
Name ? L 5 i74
Address 2(0
Phone
Name
Address
Phone
0 A list of previous state or federal permits issued,for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Aj C
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 _ day of ^/?;
Print Name rdme-1. d' / /Al lo?c
Signature
downer or Authorized Agent
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEONR) to cover the costs of processing the
application.
a A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
project.
?DCM MP-2 Excavation and FBI Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and dare each attachment In the
space provided at the bottom of each form.
Reriud 03195
Forni:
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.
L=gth
74lAVATi4,q
Access channel .?,
(MLW) or (NWL)
Canal Avv. Zl,+7
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
c- `
At) G.
L !..
?rh
1(rr

Other
(Excluding
shoreline
stabilization)
u?
Average Final
Width EA sting Projed
Y?,c --2.k2 3 7
jy ,wC

?v

40
1 G?
:
r.
? .

h A
fu A
3.5C, 146G.
Ii
3.50
l4

ECEIVED
APR 12 2004
COASTAL lu1ANAGEMENT
ELIZABETH CITY
1. EXCA'V'ATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards '7_5 LY
b. Type of material to be excavated C;CiL 4;Ag17
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic veg?jation
SAVsP or other wetlands? Yes k,' No
d. Highground excavation in cubic yards'
r. .
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal arealfikC F'T? uED2b 024
G= ?" t? ?ifE aN ?iAApilleAi6W,,
LCCATEV ON C14mptu?
b. Dimensions of disposal area AP6A
l)Sip F, L
c. Do yost claim title to disposal area?
?/ yes No
If no, attach a letter, granting permission from the
owner.
.. ,,.
d. Will a disposal area be available for future
maintenance? !? Yes No
If yes, where? ,mr l-uCii CN
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or gther wetlands?
Yes P No
f. Does the disposal include any area in the water?
Yes ? No
Form DQNf MP--2 -
I SHORELOTE STABILIZATION
a. Type of shams stabilization
y Bulkhead Riprap
b. Lens h `? IG-It +'G? l??L1tu f ?(."? CIJN)}?.
J!) 4D SLAT BilSiN
c. Avera,e distance waterward of iNIHW or N'WL
0
d. Maximum distance waterward of MHW or NWL
C
e. Shoreline erosion during prSeding 12 months
A;oT f? PPL 13Ct:
(Source of inforn=ian)
f. Type of bulkhead or Rprap material VIN %L G62
a. Amount of fill in cubic yards to be placed below water
level
(1) Riprap
(2) $ulkhead backfill .'ELF f C??' `-?' ' 5
OM I-V IN V t' W t11),#J7OA S
h. Type of fill material A," ,A-
i. Source of fill material 1171?
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) 10
a. Will fill material be .,brought to site?
Yes P No
If Yes,
(1) Amount of material to be placed in the water.
(2) Dimensions of fill area
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or er wetlands?
Yes -No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or till material be kept on site
and erosion controlled? AN''t,E'rV-'W ALL `d1/
q?p
b. What type of construction e u
twill be used
(for example, dragline, , ackhoe or hydraulic
dredge)?
F,'-C ecp
c. Will wetlands be crossed in transporting equipment
to project site? ' Yes 4// No
If yes, explain steps that will be taken to lessen
environmental impacts.
Appli t or Project NaMe
Sigaatp a ,-
Date
RECEIVED
APR 12 2n^
OOAS i a+
(3) Purpose of fill
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s) IVI';'1'
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(u) Length
(iii) Width
(7) Number of slips propos
(8) Proximity of structure adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterw d end of pier at
MLW or NWL
b. Boathouse (including
(1) Con
(2) Length _
(3) Width _
c. Groin (e.g. wood, st
(1) Number -
(2) Length(s) _
d. Breakwater (e.g. wood, sl
(1) Length
(2) Average distance
wetlands
(3) Maximum distance
wetlands
lifts) xv .4
Private
RECEIVED
APR 12 2004
COASTAL MANAGEMENT
e. Mooring buoys AIM ELIZABETH CITY
(1) _ Commercial Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, s e, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) t be placed beyond
shoreline
f. Mooring structur atlift mooring pilings tc,
(1) Commercial Community !Private
(2) Number /
(3) Length
(4) Width fie?
g. Other (Give complete dercriptivn) r /
App -- t or Pn t e/ z .
etc.) AIIA Signature z-vo
Date
e, etc.) A114
MHW, NWL or
MHW, NWL or
Revised 03/95
RECEIVED
APR 1 2 2004
COASTAL MANAGEMENT
March, 19, 2004 ELIZABETH CITY
Forrest Bartlett
Re: CAMA Major Permit Application
Shiloh Township, Camden, NC
The purpose of the proposed activity is to excavate a roughly 40' X 68' area
to create a boat basin and a cancal leading to the waters of the Pasquotank
River approximately 95.38' long and 20' wide. Also to be excavated will be an
area of river bottom 20' wide and approximately 45' long to reach a NWL depth
of 3.50'. It is desired that the depth below NWL of entire excavation be 3.50'.
Also to be constructed at boat basin will be a 16'X 16' concrete k?e$e1.45v??T?•t•N
The purposed excavations are to be dug from a ridge of high ground
extending from upland areas to the Pasquotank River. The areas adjacent to this
ridge have been declared as wetlands by Mr. 40 Wescott. It is in the intent of
the application to position excavation equipment on this ridge and dig from
shoreline back so equipment will not impact wetlands. Sheet pilings will be
utilized for bulkheading material to eliminate "dead men" further decreasing
impact on wetlands.
Total acreage for the tract where proposed activity is to occur is 25.35 acres.
Applicants home is the only other structure located on the property. He has no
desire to further develop this property.
There are no submerged aquatic vegetation (S.A.Ws) within proposed
excavation area. Surrounding areas consist of Cypress swamp with sandy beach
fronts where trees have blown down. These areas can be considered to be low
but no stagnant water exists.
The total length of bulkheading for project is 410 linear feet. Cubic yards of
material to be excavated from below NWL is +/- 75 cubic yards. Cubic yards of
high ground excavation is +/- 872 cubic yards. Approximately 130 cubic yards of
fill to placed around bulkhead on upland end.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 0042 11.066
County Camden
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mr. Forest Aartlett
Address: 153 Milltown Road
Shiloh, North Carolina 27974
Telephone No.: [phone]
Size and location of property (waterbody, road name/number, town, etc.) Property located on the west
end of Bartlett's Landing Subdivision off of NC Highway 343, adiacent to the Pasquotank River, In
Camden County, North Carolina,
Indicate Which of the Following Apply:
There are waters of the U.S. and/or wetlands on tho above described property which we strongly suggest should
be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
mace a final jurisdictional determination on your property.
Because of the si7e of your property and our present workload, our identification and delineation of your
wetlands cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more
timely delineation of tho wetlands. Once the consultant has flagged a wetland line ou the proporty, Corps staff
will review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval
by the Corps. The Corps will not make a final jurisdictional determination on your property without an
approved survey.
X The waters of the U.S. and/or wetlands on your property have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification...*
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements
Placement of dredged or fill material in waters of the US and/or wetlands on this property without a
Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33
USC 1311). A permit is not required for work restricted entirely to existing non-wetland area. If you
have any questions regarding this determination and/or flee Corps of Engineers regulatory program, please
contact Tracey L. Wheeler at [phone], ext . 24.
Basis For Determination: Described tract contains wetlands as defined by the 1987 USACE Wetinnd
Delineation Manual. Site is immediately adiacent to the Pasauotank River which flows into
Albemarle Sound,
Property OwneT/Authorized Agent Signature
Corps Regulatory Official?,SaIIm & ?-a of 0,
Date 01/22/04 Expiration Date 01/22109
**NOTE: THIS D):LINkATION WAS OF THE PR0' ,FELT AREA ONLY. ADDITIONAI_?
WETLANDS ON THE PROPERTY WERE NOT DEMNEATED AT THIS TWE;_
7nn/71) 1) -A 6T114 tY0WAA v^vcn 4acTnG7rt7 nn•nn anno nn•.n..
13

Development Type FEE DCM % DWQ %
(14300 1601435100093 162S 6253 243001602 435100095 2341
1. Private, non-commercial
development that does not involve S250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B. C. or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality S250 100%($250) 0% (SO)
Certification No-3301 (see attached)
can be applied:
111(8): For public or commercial
development, if General water Quality $400 100%($400) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%(S240) 40%($160)
written OWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%($240) 40%($160)
can not be applied:
M For development that involves
the filling and/or excavation of more 5475 60%($285) 40%(S190)
than one acre of wetlands and/or
open water areas:

0
i
66-7301531
(. ?ll?? n .a {?Tlfn'iYr
AMOUNT
FORREST L BARTLETT C T/A BARTLETT BROS. 6 5 6 4
-•' Eno
153ILMILLTOWN OH, NC C 27974 ROAD ? SHILOH
LIC. NO. 15685
E}'C7
?/? / ?? ` DOLLARS
PAY ( DATE DESCRIPTION CHECK AMOUNT
CHECK NO. TO THE ORDER OF Q v .`
? EN
FORREST L. BARTLETT T/A BARTLETT BROTHERS
_ OJ

yQ f
J F `b
f?,' t J
BANK OF CURRITUCK
CAMDEN, NC
??:---"•.4:??., "P ,.:?. '?.-„I-,•'_.e.nl?' yTm';,.sr'_rr:?:.iT?. ? •. .:._?. ... _..
iI'00656t,u- i:OS3&073031: 03 206946 1011'
~l~•••. N 0 a
1 •r ~ . I I ~~3.5 NOTES: N N c" cQ N OTES.
~ 0• ~ . i) -AREA 1) - AREA TO BE EXCAVATED IS CURRENTLY LOCATED ON A z N 0 yj
N.C.343 vi I I • • • . Rlr~cl ~ I . , • • _ - sFSOR RIDGE OF UPLANDS FROM 40 SF ORES OF THE ASQUOTANKGRNER. UPLAND AREAS TO THE ce V
N MARLA S I .AREA TO BE EXCAVATED s) ~'"T nc 2) -BOAT BASIN, ACCESS CANAL AND ENTRANCE TO CANAL ~ H r N
BIO TOB WAY o FOR ACCESS CHANNEL • . BoTr ^GLEN I~ I - < TO BE EXCAVATED TO THE 3.50' DEPTH CONTOUR OF THE mo 4 0 N BOTTOM OF PASQUOTANK RIVER. pq "a " W
!r I st I B 3) ALL . 3) - ALL SPOIL MATERIAL TO BE TRUCKED FROM SITE AND DISPOSED OF. z-- 0
~ ST. . • uNO~ LAUREN LN. - _ I • ~ • . a) - No ~ UNDER NO CIRCUMSTANCES WILL LOWLAND AREAS BE FILLED. ?4 a w ~I C'3 4) - NO MOORING STRUCTURES OR DOCKS a w A.
~ Tce TO BE PLACED IN OR AROUND BOAT 1
_ - a~~ • I I 5) - THfS BASIN/CANAL 'c. 5) - THIS ENTIRE SITE HAS BEEN RETAINED BY APPLICANT AS A PERSONAL ti
SITE ~ r , I RCSIC RESIDENTIAL SITE. NO FURTHER DEVELOPMENT IS ANTICIPATED.
PASQUOTANK RIVER ~ PASQUOTANK RIVER J _ Cti ra A
I 72 E-4
I• .o IRECEIVED
~ RIP, VICINITY MAP I ~ I R Ape - w o
I• - I ~~k • w rn yfq p - 5y0 Nov 1 1 2004
1~ • • ~r I ING REU A ~o ~E o COASTAL MANAGEMENT
~ . ~ I MPOS ~ e0 0 ELIZABETH CITY
IA Fs EXISTING ROkE - U
N PI ~ TOPOGRAPHY - F~FS -
OF C ~ROPas~ I I ONCR PROPOSED 12'x}5'- ~ A
~E BOA1 BOAT LIFT ,
~ I { PILINGS
~ ~ LowLANDS • 1 I, ~N ~ . •
N
1 O ~ W ' 0~, ~ N,, ~
i ~ ~ -
~ . I I 1 94
~ P A
Q~ ROPOSED • ~ SHEET PILING 2. x 24 x 24 DOCK
l
- ~ ' . ? ~ SEE DETAIL •I ~3 s, ( ) ~p
,s EXISTING ~ A ~ \ PIER
,11 LOWLANDS ~ ^ . ` ~ 404 JURISDICTIONAL
• ~ ~ { ~ ~ WETLANDS LIMITS
• 's ~ ~
I 'o • ~ . ~ a • > \ ~ ~ N FASQUOTANK RIVER N
~ l S ~t \ 1 )t \ S ~6eC.
O
24.00 , ~ 'J` • ~ BOAT LIFT I ~ . \ O
o l ~ I ~ c" Q'. z
DOCK 12.00 N ~ I t SO 1 ~ Si SHORELINE [?I p
NVIL a ~ UPLAND FILL ~ N I ~ J ~ ~ W A `
o ~ -S. -
~ ~ • g &4 CD - a 0. E N
RIVER BOTTO s A~ ~ ~ ~ 9~ ~ PROPOSED
• 6$. ~ O. •pp - . 6. CONCRETE 3 O RIP-RAP BULKHEAD t z
~ 1 BOATRAMP \ , CONSISTING OF BROKEN W O PIECES OF CONCRETE a cn H
\ (SEE DETAIL) Z o
\ , ' PIER aND w PIER AND BOATLIFT Q'.y °
\ DEL'~IL DETAIL INSET
NO SCALE • - NOT DRAWN 404 JURISDICTIONAL WETLANDS UMITS NOT DRAWN TO SCALE O
A
~ . • . UPLANDS
• A U
B ~ UPLAND FILL B zo.oo'-- A ° 20.00'
20.00 1 1 SHEET PILING ING
m
NWL • DETAIL OF PROPOSED BOAT BASIN - - - - -
3. 3.
3.50" SHOWING PRECONSTRUCTION CONTOURS 14.00 TN
- 14.00' 14.D0' / SCALE : 1' = 20'
n~ O
CANAL CROSS T/] U CROSS SECTIONS ` N
z o O
ACCESS CHANNEL CROSS SYECTION
W W
~i g
rcl;
4.62' DATE SCALE
VINYL OR STEEL - c.A.M.A. w A.M.A. WORK PERMIT ONLY. DO NOT 3-5-2004 1• ` 100'
+~-3.50 .SHEET PILING
EXISTING GRADE USE FOR `,,~~,,~~N~~CA u,,,~~r/ SE FOP SALES OR RECORDATION. FLOODZONE
ppE PAN R0~ A4(7)
WATER LEVE q, GR CONCRETE BOATRAMP 0 •••''•••.~ti 30 , oF~ss~o 9 F.I.R.M. PANEL NO.
_ Q' y9 370042 0215 B PREPARED BY
16.00' a sEat. f TOP VIEW OF SHEET L-4341 Q.; Q;
~•.?y ~o•: ~ BULKHEAD AND BOATRAMP PROFILE PILING SECTIONS : ~ o ~ : . DC
.,~q~~. UR AO_O~A FIELD BOOK #
(UTIIIZED TO AVOID DISTURBING liE"!'LANDS) ~~frP ~ WILLIAM C. GORFREYrJR. P.LS.A - 44/2- SHEET :
N~b411p~pld~ ' ~ /~P ter, / ? ~ t oF2
FILE NUMBER :
B - 125BDY

_ 0
_ I _ CONCRETE RUBBLE BULKHFADING ENDS HERE SEE DETAIL INSET FOR N _ N N N
- - ~.-ot, N _ V-- - _ ---~qAT LIFT~ATA ~ ~ - CURVE RADIUS ARC LENGTH CHORD - ~ _ _ _ _ _ _ _ ~ .W 2~ ~ C1 205.00' 120.36' 118.64' TH CHORD LENGTH CHORD BEARING DELTA ANGLE ci w o
~ ~ 9.4g ~~06 118.64 N 26'47'50" E 3338'23" z `1 m" w
~ S 85'46'54" W / 6~3 N~ C2 25.00' 32.54' 30.29' 30.29 S 46' 15'27" W 74 34'39" r w
N.C.3 ui _ N .5~ ~ C3 25.00' 17.38' 17.03'_ _ 43 _ - ---133:69'--_ - / _ ~ 83 _ 9• 17.03' S 7T41'12" E 39'49 37 ~ N rr- -a tl~ ~
r• MARLA~S ~ 1 ~s' N ~ h' o am as w an
WAY 1 Li:N ~ ~
~ I A: 00 0. s
~j ST. \ ~ \ N 63'47'24" E LAUREN LN. S 74'13'30" W \ \ AI F 47.98'
\ \ SEE DET LS 0 88.46' ~ ~ ~ ~ THIS AREA, PAS UOTANK r
~ Q WOODEN BULKHEAD ENDS HERE ~ \ / SHEET 2 OF 2 70 TANK RIVER NOV 11 2004
SITE BEGIN CONCRETE i~UBBLE BULKHEADING ~ ~ ~ ~ ~ , ~ - ~ '2 COASTALN4ANAGEMENT A ELIZABETH CITY 1
PASQUOTANK RiVfR ~ ~ ~ ~ S 3T14'30" W ~ ~ 66~
55.22' EXISTING HOUSE 6 w ~
S 06'38'06" E ~
VICINITY MAP 4o.to' ~ ~
's
S 3525'24" W 1 APPROXIMATE ~ 0
82.68' ~ WETLANDS LINE ~ a' ~ 9 6
" 1
S 29'1324 W ~ ~ ss tti Q ~
59.78' 1 ' SEPTIC SYSTEM 9 . ~ \ 6k ~
~ ~ ~
PAS UO TANK Rlti ER ~ . Q .5 6~ 1 z 03
~ e'` ~ 9h w
195' ~ :
P ..1 I N ~ `i~ ~ W
~ ~ ~ " ~ ~
~6 I ~ EXISTING WOODEN BULKHEAD A 0
~ EXISTING ASPHALT ~ Z
/p ,p~ DRIVEWAY ~
~Cip 6k ~ N ~1p.
~,j ~ ~ I
1" ~ z _ ~ - w JOHN EARL CARTN'RI CARTWRIGHT
- - - ~ ~ SUBDIVISION TISION
J Ni
I ~
0 O
LOT 58 I ~ I Z M d
BARTLETT5 LANDING
N ( n? E" o
DIVISION SUB
N ~ N N I 3 U CD
~ 1104066.4 SQ. FT. m xE CU
25.35 ACRES I a 3 z
~ , ~ s oT3s'o7" E .0~ 45.00' c
.tip W~
ti ~ 1 xz O
~ ~ ~ w U 1O o
~ I c ti ~ ' N N M U
z ~I W
\ N ~ ~ ~ ~ I ~ A
\ I ryz d U
I 0
l Z
' N
A ~ 1 0~
~w ~ ~ as
z O
1 a
I ~1 U zW
1 t~ _ _ _ o °
d ~ 5
N ~ ~ ~ M W W xo
W t0 W ~ ~
V I " 47
N ~ Z T25 7
~ _ DATE : SCALE
I ~ O w _ 3-5-2004 1" s 100'
oo _ _ ~ - - _ _ C.A.M.A.
tV N / I.M.A. WORK PERMIT ONLY, DO NOT FLOODZONE
\ ~ USE FOR S 'E FOR SALES OR RECORDATION. A4(7) F.I.R.M. PANEL NO.
370042 0215 B
~ a y ~ SERI ~ , FlELD BOOK #
c - These standard symbols will . _ _ _ ~ = ~ : ~ L •4 - 34;. - - . 9 Q, . DC r PREPARED BY
be found in the drawing. _ s~<~'•ti0 y~.: Q: SHEEP
's~9 SURV~ ~.,c: • 1/2'IRON RE-BAR (SET) ~ 20F2
• GODF wn~,w c. c ~ EXISTING IROAi #?IIPE S 4544b8" E 639.40' '~~uunu~ua` WU-M C. WDfREY, JR. P.LS., L 4342 FlLE NUMBER :
- ARTLETTS LANDING = ~ B - 125BDY
LOT 59 B SUBDIVISION