20041855 Ver 1_Complete File_20041117

D
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
V ermt t
JUN 1. 5 2005
for OENR - WATER QUALITY
X Major Development in an Area of Environmental C e"PigslM40STORMWATEREf ICH
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
ISSUCd to Waldrop Heirs, c/o Robert Waldrop, 2278 Lystra Dr., Chapel Hill, NC 27517-8861,
Authorizing development in Beaufort County at Jordan Creek, off NC 1765, near
Winsteadville , as requested in the permittee's application dated 10/1 1/04 (MP-1 & MP-3)_
& l I/3/04 (MP-2 & MP-4), including attached workplan drawings (3), 1 dated 10/28/04 and 2 dated 9/13/04
This permit, issued on June 8, 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.
I) Due to resource agency concerns, and in accordance with a request made by the permittee, the
excavation of the area between the two borrow ponds is hereby deleted from the proposed project.
Any such reference to this excavation in the attached permit application forms and attached workplan
drawings is hereby deleted.
Shoreline Stabilization
2) The alignment of the permitted bulkhead shall be staked by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of any construction. Failure to
initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall
require the alignment to be restaked by DCM within a maximum of 30 days prior to the new
expected start of construction.
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.
f hi, permit must be accessible on-site to Department
pcnonncl ?%hcn the project is inspected for compliance.
Any maintenance work or project modification not covered
herCUnder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
-I 8S
Permit Number
88-05
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Conunission.
/ ,,-?Chae es S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuinc this permit, the State of North Carolina agrees
that %uur prujcrt is consistent N?ith the North Carolina Coastal
Mallit-cment Program. Signature of Permittee .;l
.... ., r...! Y .. -i ??/.?.Y.i?! ?JI r?/1'AK-?PY?M)4Wi440??Y ?iti?.'.JiWl
Waldrop Heirs Permit #88-05
Page 2 of 4
ADDITIONAL CONDITIONS
3) The bulkhead shall be constructed landward of all vegetated wetlands.
q) The bulkhead shall not extend waterward of the normal water level at any point along its alignment at
the time of construction.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This pennit does
not authorize any excavation waterward of the approved alignment.
8) The fill material shall be clean and free of any pollutants except in trace quantities.
9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Docking Facilitv
10) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
pen-nit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
11) 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. No other stricture, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures shall be conducted on, in or over Public Trust
Waters without permit modification.
12) The pier and associated structures 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 or deep water, then drawing a line perpendicular to the
channel/deep water line that intersects with the shore at the point where the upland property line meets
the water's edge.
13) Any portion of the permitted access pier and docking facilities built over coastal wetlands shall not
exceed six feet in width and shall be elevated a minimum of three feet over the wetland substrate as
measured from the bottom of the decking.
i
Waldrop Heirs
ADDITIONAL CONDITIONS
Permit #88-05
Page 3 of 4
14) 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.
15) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
16) 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.
17) 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.
18) 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.
19) This permit authorizes a maximum of six boat slips.
Sedimentation and Erosion Control
20) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
21) 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,
t diversion swales or berms, etc.).
22) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
General
23) The permittee understands and agrees that, if future operations by the United States requires the
f 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
renim A or alteration.
y xq
Waldrop Heirs
ADDITIONAL CONDITIONS
Permit #88-05
Page 4 of 4
24) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
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, in accordance with the
Rules of the Environmental Management Commission, many non-water dependent activities are
not authorized within 50 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
041855.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200510058.
'D 4 - P$ SS
IN REPLY REFER TO
Regulatory Division
Action ID No. 200510058
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 24, 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:
912@20YRN
FEB 2 5 2005
DENR - WATER QUALITY
WETLAWS AND STORMWATER BRANCH
Reference the application of Robert P. Waldrop for a Department of the Army permit to
excavate wetlands and construct a pier and boat slips, on property located off State Road 1764,
adjacent to Jordan Creek, near the Community of Winsteadville, in Beaufort County, North
Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report. We recommend that the proposed wetland
excavation activity between the existing ponds not be authorized.
In addition, we recommend that the following conditions be included in the State
authorization for the proposed pier and boat slips:
1. No excavation, fill or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, in such a manner as to impair normal flows and
circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands.
2. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
-2-
3. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the pemiittee's discovery of the violation.
4. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. 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 for reason other than safety.
5. 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 U.S. Army 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,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
6. 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.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
-3-
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. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Cl? . 18 5 5
i IN REPLY REFER TO
Regulatory Division
Action ID No. 200510058
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
November 30, 2004
NFZ DEC 0 2 2004
Robert P. Waldro LEr^<vdAr.=_R QUALITY
P V,'ETW c, k,2 UA ,ti ,rH 13,"='CH
2278 Lystra Drive
Chapel Hill, North Carolina 27517-8861
Dear Mr. Waldrop:
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from the State
of North Carolina.
A review of your application received November 29, 2004, for Department of the Army
(DA) authorization to excavate wetlands and construct a pier and boat slips, on property located
off State Road 1764, adjacent to Jordan Creek, near the community of Winsteadville, in Beaufort
County, North Carolina, indicates it to be a candidate for Federal authorization under this general
permit. Accordingly, the administrative processing of your application will be accomplished by
the North Carolina Division of Coastal Management. Comments from Federal review agencies
will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State-Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency (EPA) signed
a memorandum of agreement (MOA) establishing procedures to determine the type and level of
mitigation necessary to comply with the Clean Water Act Section 404(b)(1) Guidelines. This
MOA provides for first, avoiding impacts to waters and wetlands through the selection of the
least damaging, practical alternative; second, taking appropriate and practical steps to minimize
impacts on waters and wetlands; and finally, compensating for any remaining unavoidable
impacts to the extent appropriate and practical. To enable us to process your application in full
compliance with this MOA, we request that you provide the following additional information:
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a. Permits for work within wetlands or other special aquatic sites are available only if the
proposed work is the least environmentally damaging, practicable alternative. Please furnish
information regarding any other alternatives, including upland alternatives, to the work for which
you have applied and provide justification that your selected plan is the least damaging to water
or wetland areas.
b. It is necessary for you to have taken all appropriate and practical steps to minimize
wetland losses. Please indicate all that you have done, especially regarding development and
modification of plans and proposed construction techniques, to minimize adverse impacts.
c. The MOA requires that appropriate and practical mitigation will be required for all
unavoidable adverse impacts remaining after all appropriate and practical minimization has been
employed. Please indicate your plan to mitigate for the projected, unavoidable loss of waters or
wetlands or provide information as to the absence of any such appropriate and practical
measures.
This information is essential to our expeditious processing of your application and it should
be forwarded to us by December 15, 2004. Also, a copy of this information must be sent to the
North Carolina Division of Environmental Management to enable them to adequately evaluate
your application for a Water Quality Certification pursuant to Section 401 of the Clean Water
Act.
Your application, pursuant to Section 10 of the River and Harbor Act and Section 404 of
the Clean Water Act, has been assigned Action ID No. 200510058 and will be coordinated by
Mr. Raleigh Bland in our Washington Regulatory Field Office. Mr. Bland is available at
telephone [phone], extension 23.
Sincerely,
r
Raleigh W. Bland, P.W.S.
Regulatory Project Manager
-3-
Enclosure
Copies Furnished (without enclosure):
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
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 Division
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

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Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Environmental Professionals, Inc.
Post Office Box 3368
Kill Devil Hills, North Carolina 27948
OF W A TFR
?O? QG
Y
war-
F. Easley, Governor
Nlichael
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 18, 2005
Mr. Robert P. Waldrop
Waldrop Heirs
2278 Lystra Dr.
Chapel Hill, NC, 27517
Subject Property:
Off SR 1777, Barnes-roster Loop Road
Waiver of 401 Water Quality Certification
Dear Mr. Waldrop
Alan W. Klimck, P.E. Director
Division of Water Quality
DWQ Project # 04-1855
Beaufort County
Your application for a 401 Water Quality Certification impact up to 0.067 acre of wetlands to construct a
pier, platform and boatslips was received in the Division of Water Quality's Central Office on November
17, 2004. According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within 60 days, the
Certification is waived unless DWQ has objected in writing to your application. Therefore, DWQ has
waived the requirement for a 401 Water Quality Certification for your plans to impact waters as described
in your November 17, 2004 application materials.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required.
If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
AWKIcbk
Sincerely,
??Ji , &-r I
Alan W. Klimek, P.E.
cc: Kendall Turnage, P.O. Box 3368, Kill Devil Hills, NC, 27948
USACE Washington Regulatory Field Office
Wilmington District, USACE
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: 041855 Waldrop(Beaufort)Waive
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: http://h2o.enr.state.nc.us/ncwetlands
NordiCarolina
d1 alurallJ
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
? COASTq?
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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Mr. John R. Dorney
Environmental Biological
Division of Water Quality
FROM: Doug Hu ett
Mayor Permits Processing Coordinator NOV 1 7 2004
DATE: 15 November 2004 t,Nil-1'AT QU,*,IJTy
0.,1. 5111; A 7F-7Gf
SUBJECT: CAMA/Dredge and Fill Permit Application Review'
APPLICANT: Mr. Kendall Turnage, Environmental Professionals, Inc.
(Authorized Agent for: Waldrop Heirs, c/o Robert P. Waldrop)
PROJECT LOCATION: Beaufort County
PROPOSED PROJECT: The applicant proposes to construct a 6'wide x 184' long pier with
an 8' x 12' L-head platform and 3-3' x 15' finger piers accessing 6 proposed slips.
Applicant also proposes to excavate a 30' wide x 70' long area between two existing relic
borrow ponds.
Please indicate below your position or viewpoint on the proposed project and return this
form by 6 December 2004. Please contact Steven J. Trowell, at 252-948-3854, if you have any
questions regarding the proposed project. When appropriate, in depth comments with supporting
data are 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 proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
Signed
Date
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.netl
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper
One
North Carolina
lf!livIlf
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mr. Kendall Turnage, Authorized Agent for Environmental Professionals,
Inc., Agent for Waldrop Heirs, c/o Robert P. Waldrop
2. LOCATION OF PROJECT SITE: Off SR 1777, Barnes-Foster Loop Road, on Jordan Creek off the
Pungo River in Beaufort County near Belhaven, North Carolina.
Photo Index - 2000: 108-1264; A-15; 1995: 108-1143; A-16; 1989: N/A
State Plane Coordinates - X: 2,710,200 Y: 627,400
Pamlico Beach Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/2/04, 11/8/04.
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11/9/04
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Rural
AEC(s) Involved: PTA, PTS, CW
(D) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - 3 different septic systems, two relic borrow ponds, a mobile
home and a garage.
Planned - Construction of a 6' x 184' pier with 6 slips, bulkhead and
excavate/enlarge the connection between two relic borrow ponds.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: . [AREA]
nrzFnr,Fn FTT.T,FD OTHER
(B) Non-Vegetated Wetlands
Creek bottom 900 ft2 (Borrow Pond
Bottom) ±1,245 ft2 shaded
682 ft2 - 404 wetlands
(A) Vegetated Wetlands ±100 ft2 - Coastal
Wetlands
(C) Other 418 ft2 4,710 ft2
(Uplands)
(D) Total Area Disturbed: 0.2 acre or 8,055 ft2
(E) Primary Nursery Area: Yes - Inland Primary Nursery Area
(F) Water Classification: SA NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct a 6'wide x 184' long pier with an 8'x12' L-
head platform and 3-3'x15' finger piers accessing 6 proposed slips. Applicant also proposes to excavate a
30' wide x 70' long area between two existing relic borrow ponds.
u
Waldrop Heirs
Beaufort County
Project Setting
The 3.5-acre project site is situated in a residential subdivision located in eastern
Beaufort County off SR 1777 on Jordan Creek off the Pungo River near Belhaven, North
Carolina. The highground adjacent Jordan Creek is developed as a single waterfront lot
with a single septic system supporting one mobile home. The project site has a total of
three existing septic systems. Lots in this residential subdivision are 50' wide. The
dominate feature of this project site is two oval shaped relic borrow ponds approximately
40' wide x ±400' long each, separated by a earthen plug that once held a culvert pipe
allowing drainage from the most landward pond. This culvert pipe was washed out
during Hurricane Isabel. Currently the two ponds are connected by a 5' wide x 8" to 12"
deep opening where the culvert once existed. Water depths in the ponds range from 5' to
7' deep: It appears that the ponds were once Coastal Wetlands excavated prior to permit
requirements during early development of the subdivision. A ±4' wide x ±80' long strip
of Coastal Wetlands separates the relic borrow ponds from Jordan Creek. There is a 5'
wide by 8" to 12" deep connection through the coastal wetland strip to the relic borrow
pond adjacent Jordan Creek. Tidal flow has been observed through this connection to
Jordan Creek as well as between the two relic borrow ponds. A small area of Coastal
Wetlands (±100 ft2) exist in the relic borrow pond adjacent Jordan Creek. This area of
Coastal wetlands is located at the landward end of the pond next to the connection
between the ponds. The Coastal Wetland vegetation consists mainly of Spartina
cynosuroides and includes Distichilis sspicata and Juncus roemerianus. Other 404
wetlands fringe the borrow ponds with varying widths vegetated with Phragmties
australis, baccharis halimifolia, and Carex sp.
The shoreline at the project site has a landward curve forming a small
embayment. There is a 40' long deteriorated bulkhead that extends from the property line
on the upstream side. Jordan Creek Marina is the adjacent property downstream. The
adjacent property upstream is developed as a single-family residence situated on two 50'
wide lots. Both the Marina and adjacent residential lot have piers in excess of 170' in
length. The adjacent property upstream has two piers, one with mooring piles within the
project site's riparian area. Water depths 100' offshore the project site are +3' deep.
Jordan Creek is classified as SA NSW by the Environmental Commission and
Inland Waters by the Wildlife Resource Commission and is closed to shellfishing at this
location. Jordan Creek is also classified as an Inland Primary Nursery Area.
Project Description
The applicant is proposing to excavate between the two relic borrow ponds
30'wide x 70'long x 4' to create a navigable connection between the two ponds. The
applicant reasons that the Coastal Wetlands between Jordan Creek and the adjacent relic
borrow pond will eventually erode opening the borrow ponds to navigation.

Waldrop Heirs
Page Two
The applicant also proposes to construct a 6'x 184' pier with an 8'x 12' L-head platform
and 3-3' x 15' finger piers accessing six proposed slips. The existing bulkhead is
proposed to be replaced and extended 110' landward of Coastal Wetlands into the relic
borrow pond adjacent Jordan Creek.
Anticipated Impacts
The excavation of the earthen plug between the two relic borrow ponds will result
in some localized short-term turbidity. Excavation of the earthen plug will increase the
volume and rate of discharge of storm water and tidal flow from the ponds to Jordan
Creek. These flows may hasten the erosion of the Coastal Wetlands between the relic
ponds and Jordan Creek. Also, these higher flows may enlarge the existing non-
navigable channel to Jordan Creek. The pier will shade ±1,245 ft2 of Jordan Creels
bottom. The project will provide an increase in the number of moorings available for
recreational boaters in Jordan Creek and their associated impacts.
Steve Trowell - Washington Regional Office - 15 November 2004
CAMA Major Narrative
Waldrop Heirs
C/O Robert Waldrop
2278 Lystra Dr.
Chapel Hill, NC 27517-8861
Applicants:
Bonnie Ann Waldrop Gado Helen Marie Waldrop Youngblood
924 Colonial Road 3012 Ridge Rd.
Franklin Lakes, NJ 07417 Durham, NC 27705
Richard E. Waldrop Robert Paul Waldrop
184 Brush Hill Rd. 2278 Lystra Road
Kinnelon, NJ 07405 Chapel Hill, NC 27517-8861
Property: 3.515 total acres adjacent to Jordan Creek and
2.67 acres in the southern parcel
0.845 acres in the nor-them parcel (Lots 5-8)
This project proposal abandons the excavation of an access channel in the designated PrimaryNurscry areas that
triggered the requirement for a NC SEPA document for processing of the application.
PROJECT:
The proposed project will provide shoreline stabilization, provide a pier and docking for the property and its owners.
and connect the two ponds which already have connected naturally from the effects of hurricanes and natural wind tide
flow.
Four boat slips are provided for each of the four heirs to the property and 2 additional slips are provided in two lots can
be created out of the southernmost parcel. If subdivision of the southernmost parcel is not possible because of county or
other restrictions, the parcel will remain and be utilized by the Waldrop family.
The excavation between the two relic ponds is requested because of the following reasons.
• Currently, hurricanes and heavy rains produce heavy flow volumes which continually bypasses the culvert,
erode the side slopes, produce frequent siltation of the surface waters, still manage to reach Jordan Creek
with or without the excavation proposed.
• A connection already exists between the two ponds and also to the creek., so the excavation will not produce
a connection which does not already exist
• The connection should provide a greater volume of water to promote better circulation within the relic ponds
and allow for improved flushing
• A desire to provide a stable side slope configuration that will prevent perpetual siltation of the surface waters
as the natural opening continues to enlarge naturally
• To provide an opening of sufficient size to navigate between the two relic ponds.
• As the coastal wetland plug at the northernmost edge of the ponds continues to erode, natural connection of
the northern relic to Jordan Creek is inevitable. As this connection occurs, the tidal wind tidal velocities and
volumes through this existing connection will increase, producing increased erosion of the hourglass shaped
area proposed for excavation. The excavation will simply produce a connection in the time and place as
chosen by the applicants and coordinated with the aid of the regulatory official guidance and oversight.
tJLer"p
• The end result would be that the two ponds would eventually become another tributary of the Jordan River
as the connection becomes better established through the natural erosion of the coastal wetland plug at the
creek. The relic ponds will then provide an approximate 1.25 acres of additional water habitat for the frnfish
species present in the area and will be an excellent promulgation area for the bait species and the prey
species that depend upon tributaries for their survival. This connection will then be open to the all fishery
species, not just those contained within the fresh water dominated'ponds.
• As the saline content of the water in the relic ponds increases with the eventual erosion of the coastal
wetland plug, the pond side slopes are likely to become vegetated with increasing amounts of coastal
wetland plant species.
• By establishing the connection under the guidance of regulatory officials the siltation can be minimized
reduced by requiring that a tubidity curtarpA a in place during the excavation, and remain so until such a
time as the slopes are stabilized betwce to two bonds.
• This project will undoubtedly improve the fishery diversity and potential in the relic ponds. The excavation
will also provide areas of topographic diversity available to the finfishes for spawning and predator
avoidance. The excavation and natural erosion of the coastal wetland plug will eventually create additional
1.25 acre tributary and fishery producing habitat on Jordan Creek in a time in which most applicants for
permits are requesting filling of coastal water habitat and wetlands. The Waldrops are hoping to provide
additional habitat available to these species and at the same time provide water access between the relic
ponds.
The applicants propose the following development activities to meet these goals:
• Construct a 184 LF X G ft wide pier in Jordan Creek
• Construct three 3' x 15' wooden finger piers
• Construct one 8' X 12' wooden platform with seating
• Install 4 mooring pilings
• Repair/Replace existing 40 LF wooden bulkhead and 9 LF return wall
• Construct 110 LF wooden Bulkhead as shown (portions of which will be constructed in uplands, landward of
coastal wetlands -see plat) Coastal Management to stake bulkhead alignment prior to construction
• Create spoil disposal area greater than 30 ft from NWL with securely installed silt fence border
• Remove the washed out culvert between the two ponds (with and excavator)
• Excavate the area between the two ponds (with an excavator) and utilize turbidity curtains as directed by the
Division of Coastal Management prior to project commencement
Approximate Excavation Calculations:
30 ft X 70 ft area:
782 SF X 5.0 ft = 145 CY in 404 wetlands
418 SF X G.0 ft = 93 CY highground
900 SF X 3.0 ft = 100 CY below NWL
338 CY Total excavation
Environmental Professionals Inc.
Kendall Tumage
11/03/04
Form DCM-MRl
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
Belhaven (project is near the communityyf
Winsteadville)
a. Landowner:
Name Waldrop Heirs c/o Robert P. Waldrop
Address 2278 Lystra Dr.
City Chapel Hill State NC
Zip 27517-8861 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) N/A
NOTE.• Permit will be issued in name ojlandowner(s), andlor
project name.
c. Street address or secondary road number
Jordan Dr. Off of NCSR 1764
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Jordan Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace the existing 40 LF bulkhead and 9 LF
return wall, construct new 110 LF bulkhead 6 LF
return wall, construct 184 LF X 6 ft pier, 8' x 12'
wooden platform with seating) Excavate the area
between the two ponds (see plat), create spoil
disposal area
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See narrative
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
Form DCM-MP-1
Ar1r`PLffU`ATffGN
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
a. Size of entire tract 3.515 acres
b. Size of individual lot(s) North parcel- .841
South Parcel - 2.674 acres
c. Approximate elevation of tract above MHW or NWL
0-5 feet
d. Soil type(s) and texture(s) of tract
Tomotley fine sandy loam
e. Vegetation on tract Pinus taeda, liquidambar
styraciflua, cladium jamicense spartina aterniflora
distchilis snicata, baccharis halimifolia m rica
cerifera, phragmties australis, spartina cynosuroider
1mvrt grass, quercus falcata
f. Man-made features now on tract _bulkhead, pilings, ponds,
mobile home, barn, Three septic systems
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan,)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
no zoning in Beaufort County
i. Is the proposed project consistent with the applicable
zoning? _ Yes No N/A
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other _ X
If yes, has a delineation been conducted? No
(Attach documentation, if available) appradmate wetland thrits
shown on plat
m. Describe existing wastewater treatment facilities.
3_existing septic systems, one for the barn, one
for the trailer and one not in use
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) _surface runoff,
o. Describe existing drinking water supply source.
Beaufort County Water System
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 pennission 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
Form DCM-MP-1
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 site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
IDA Stormwater Certification, if one is necessary.
oA 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 Bill Holden
Address 60 Jordan Dr. Belhaven, NC
Phone
Name Jordan Creek Marina C/o Duncan Faeundus
Address 1850 West Arlington Blvd., Greenville 27894
Phone
Name Pattie Dixon Miller
Address PO Box 1508, Buxton, NC 27920
Phone
Name Foster and Frances Solatti
Address 141 Hilda Grace Lane, CaM NC 27519
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
® A signed AEC hazard notice for projects in
oceanfront and inlet areas.
® A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
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 0 day of : t:> •_ -32004.
<i,tf( ..(.???<<
Print Name
Signature :.
Landowner orAuthorked A,?ent
Form DCM-MP-1
Please indicate attaclunents pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCNI -NIP-2
I
EXCAVATION
AND SILL
(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
Existing Project
Leneth Width Depth Depth
Access channel
(NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
Excavate area
between ponds
N/A ----- ----- -----
N/A
N/A ---- ----- -------
N/A ------ ------ ------
N/A -------- ------- ------
N/A ---- --- ------- ------
70 30 1.0 -4.0
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
100 CY
( total excavation=338 CY)
b. Type of material to be excavated Sand/silt
c. Does the area to be excavated include Coastal
Wetlands (marsh) submerged aquatic vegetation or
other wetlands? X Yes No
404 wetlands O8a SF)
KT-
d. Highground excavation in cubic yards 77.4 CY
418 SF x 5 ft = 77.4 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Disposal site
greater than 30 ft from NWL (see plat)
b. Dimensions of disposal area Odd Shaped area
4710 SF (see plat)
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Same location
Revised 03/95
Form DCAI-AIP-2
a. Will fill material be brought to site?
Yes X No
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 Repair/Replace 40 LF with a 9 LF
return wall
New 110 LF with a 6 LF return
wall
c. Average distance waterward of MHW or NWL
0
d. Maximum distance waterward of MHW or NWL
0.25 LF
e.
Shoreline erosion during preceding 12 months
0.33 ft
(Source of Applicant
information)
f. Type of bulkhead or riprap material
Treated wood
9.
Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill
h. Type of fill material N/A
I. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Revised 03/95
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
Silt fence
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Excavator and front end loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. Wetlands areas to be
disturbed are to be excavated by this work.
Waldrop Heirs
Applicant or Project Name /
Signature
ti
Date i
Form DCAI-AIP4
STRUCTU1gES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private _ X Community-
(2) Number 1
(3) Length 184'
(4) Width 6'
(5) Finger Piers X_ Yes No
(i) Number 3
(ii) Length 15'
(iii) Width 3'
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 8'
(iii) Width 12'
(7) Number of slips proposed 6
(8) Proximity of structure to adjacent riparian property
lines 41 ft west closest riparian approach
37 ft east closest riparian approach
(9) Width of water body Approx. 1020 feet
(10) Water depth at waterward end of pier at MLW or
NWL 5.25 it
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands
(3) Maximum distance beyond IvIHW, NWL or
wetlands
Mooring buoys N/A
,
(1) Commercial _ Private- Community
(2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
f.
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community
(2) Number 4 mooring
pilings
(3) Length 15 ft
(4) Width 1.0 ft .
4 Privat
g. Other (Give complete description)
N 2
Waldron Heirs c/o Richard Waldro
Applicant of Project Name
a
Signature
Date
Revised 03/95
Form DCM-MP-3
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 Spoil Disposal Area (4710 SF) with silt fence
enclosed border and limits
b. Number of lots or parcels 4
C. Density (give the number of residential units and the units
per acre) 1 per 3.515 acres
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 8733 SF
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 Resources? _ Yes X No
If Yes, date submitted N/A less than one acre
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
N/A
g. Give the percentage of the tract within 75 feet of MEW 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. 1.8 percent
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
i. Describe proposed method of sewage disposal.
3 Existing septic systems, No new systems proposed
j. Have the facilities described in Item i. above received
state or local approval? Yes
(Attach appropriate documentation)
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, temporary turbidity
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Beaufort County Water System
m. Will water be impounded? _ Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
V..(A",-) A-,e5 ?' eit clarcl tcir° r?y,'z•/J
Applicdnt or Project Name
Signature
Date '
If yes, date submitted N/A
"'JAN, 30, 2004"11:15AM 2b:14,MCM CUSTOMER SERVICE ENVIRONMENTAL PRQPES NO, 869 P, 1;E 02
M
I hereby authorize Environmental Professionals, Inc. to apply for a ANZA,
Major application and supply information on my behalf for improv ents to
the owned by our family property on Jordan Creek, NC.

Date

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3-D TopoQuads Copyright 0 1999 DcLorme 1 armouth, Mr, uim auurcc uau: uaua r-----1rau LL Ocarc: i . A+,vw L?Ia•r. •? • ?•• • ••••?-•
CROSS SECTION OF PIER AND PLATFORM
Waldrop Heirs
Cama Major Application
By: Environmental Profressionals, Inc.
Drawn KT Date :10/28/04
Scale T=20 ft
For permitting purposes only.
Final Construction must meet Beaufort County Bulding Code
Contact Beaufort County Building Inspector
Coastal
Proposed Bulkhead
(see bulkhead detail drawing)
Proposed 184 ft X 6 ft wide pier
. Mooring pilings
,-4r? ,Pj ?k
Existing Substrare
NWL
reference elevation 0.0 ft
8ftX12ft
Platform.
Cross Section Of Bulkhead Portion Along NWL
(Areas without wetlands)
Scalel in=5 ft
Proposed
Bulkhead
Backfill
Filter
cloth
Waldrop Heirs
CAMA Major Application
Environmental Professionals, Inc.
Drawn: KT Date: 9/13/04
L
Depth to substrate varies
Upland
Proposed
Bulkhead
Backfill
Cross Section of Bulkhead Portion -Landward of Wetlands Areas
I wetlands
I
I
I
I 11
Proposed bulkhead/tretaining wall in the area to be
Filter cloth constructed landward of wetland areas. Alignment to be
staked by NCDCM prior to construction.
** For application review pruposes only.
Final construction must meet applicable Beaufort County Building Code.
(this portion will act as a retating wall landward of wetlands)
NWL
WEST SOUTHWEST
WALDROP HEIRS
c/o Robert Waldrop
EXCAVATION DETAIL BETWEEN PONDS
DATE: 2/06/04 SCALE 101=5 ft
UPLANDS 1404YVETL.ANDS
404
EAST NORTHEAST
SIUPLANDS
PROPOSED NWL PROPOSED NWL
- - - - - - - - - - - - -
EX. SUBSTRATE
EXCAVATED AREA
PROPOSED SUBSTRATE
30.00'
SPOIL DISPOSAL AREA DETAIL
WALDROP CAM/ MAJOR
Silt fence
SPOIL MATERIAL
Width Varies per plat _i
1. Spoil disposal area to be a
minimum of 30 ft distance to
surface waters.
2. Spoil material to dewatered at
least 24 hours prior to any
further use.
3. Silt fence to be installed prior
to spoil disposal.
4. All attempts shall be made to
pervent non permitted discharge
to surface waters or wetlands.
Silt fence
A eJg. 9,y ~
I ~ ~ I I V5
B VEN 99 OFF ~
~ I ;
_ UNGO RIVER r ? ^ P ~n'1 J 1~
vivl'' '
Existing Bulkhecd
GR~K PROPOSED 8'X 1~ PLATFORMS / ~ ' I pUNGO ~e~ H1DE COUNTY ~ ~ ~r
PROPOSED FlNGER PIER (Typ.~ 5 ~~i I 6 3' X 15' SEP ~
J of ' Woodstock ~ i ~ PROPOSED 164 X 6 tF ~
N Point I WOODEN WER ~ i~
~~i S- - ~ 2
7F^, ~ I I ia~ QWW 3 ~ c'
Wlh.° _..D1~IL.[ c giGn95 4 ~ in9 ~ ~ ~ i . ~ ~ ~ { Moor . /
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- 6 - ~ 1 d`
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11 110, ~ i - + r ~ 2 m E ] ~ AREA TO BE tXCA4AFC TO -k.D f. ,7G ft K ' J I;~ ° 782 SF 40a WETLANDS ~
~ ? 0 5 lim n I x X 6.5 cn.° 418 SF U°LANDS i ~ b 1, I ~ N N ~ 90D SF BELOVt NWL ~ t
_ lo. ;to I ~~m N ~ is ',im \ + , _
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