19981126 Ver 1_COMPLETE FILE_19981116

DEPARTMENT OF THE ARMY
' WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID. 199900013
Mr. Reginald Poteat
Poteat, Inc
Post Office Box 339
Laurinburg, North Carolina 28353
Dear Mr. Poteat:
July 15, 1999
`HATER ku,i.l I r i:r?nns
Reference your application November 10, 1998, to place fill material into 0.2 acres of
wetlands, excavate 0.2 acres of wetlands, and flood 5.8 acres of wetlands to construct two ponds
and two dams on a 70-acre tract proposed for residential development, adjacent to an unnamed
tributary to Gum Swamp, near Laurinburg, Scotland County, North Carolina.
After careful review of the information you have provided regarding your proposal, we have
concluded that your proposal does not comply with the Section 404 (b)(1) Guidelines
(Guidelines). These Guidelines stipulate that no Department of the Army permit can be issued
for non-water dependant activities for which a less damaging alternative exists. Specifically, we
have concluded that development of the residential subdivision can be accomplished without
incurring impacts to the high quality wetlands adjacent to the tributary. As our regulations
preclude us from authorizing projects where less damaging, practicable alternatives exist, we
have no choice but to deny your request for Department of the Army authorization.
Your cooperation with our regulatory program is appreciated. If you have any questions or
comments please contact Mr. Scott McLendon in the Wilmington Regulatory Field Office at
[phone].
Sincerely,
Enclosure Terry R. Youngbluth
Colonel, U.S. Army
District Engineer
-2-
Copies Furnished(without enclosure):
Mr. John Hefner, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mrs. Kathy Matthews
Wetlands Section, Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. John Dorney
Division of Water Quality
N Department of Environment
and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Frank McBride, Manager
Habitat Conservation Program
N.C. Wildlife Resources Commission
11411-85 Service Road
Creedmoor, North Carolina 27522
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 3, 1999
Mr. Reginald Poteat
Poteat, Inc.
PO Box 339
Laurinburg, NC 28353
Dear Sirs:
We are in receipt of the January 28, 1999 letter from your consultant W. Burton
Wells, Wells Engineering. In the letter and the attached "Wetlands Mitigation Plan", you
requested a description of the type of mitigation required by DWQ for this flooding of 6.0
acres of wetlands. As discussed in our letter of January 8, 1999, DWQ's rules [(15A
NCAC 2H .0506(h)(b)] require a 1:1 replacement by restoration or creation of wetlands
for those acres impacted by the project. In this case, you will be required to restore or
create 6.0 acres of riparian wetlands by these rules. If you choose to utilize the N.C.
Wetlands Restoration Program and the Corps of Engineers agrees, this program charges
$24,000 per acre for riparian wetlands. Otherwise you will need to locate a suitable site,
develop an approvable mitigation plan, conduct the plan and carry out monitoring for five
years to ensure success.
Please call me at 919-733-1786 if you have any questions. Until we receive a
response to this letter, this application will remain on hold as incomplete.
W4?
R. Dorney
cc: Scott McLendon, Wilmington District Corps of Engineers
Burton Wells, Wells Engineering
Ken Averitte, DWQ Fayetteville Regional Office
Central Files
John Dorney
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
WELLS ENGINEERING INC.
132 RUM GULLY LANE
CHAPIN, S.C. 29036
803 345-2812
Fax: [phone]
January 28, 1998
Mr. David Rabon or Mr. Scott McClendon
U.S. Army Corps of Engineers
Wilmington District
P.O. Box 1890
Wilmington, North Carolina 28402-1890
1okI
SUBJECT: Poteat Application - NCDENR - DWQ Project # 981126 Scotland County, N.C.-
Preliminary Mitigation Plan
Dear David or Scott,
This memorandum is in response to Mr. John Dorney's letter to Poteat Inc. dated January 8,
1999 and Mr. Scott McClendon's verbal request to Burt Wells on January 27, 1999.
Enclosed is a mitigation plan which addresses the avoidance and minimization alternatives for the
subject project. Since the value of the various types of wetlands is somewhat subjective, we
would appreciate knowing what these values may be for this project or the amount and kind of
mitigation that would be considered acceptable.
Mr. Poteat has held this property for several years with the intention of developing it into a water-
based development. However as you well know, economics dictates most private undertakings. If
the project cannot be made economically viable with a water-based development which includes
mitigation, then Mr. Poteat and local planning officials need to know this in order to proceed in
some orderly direction.
We appreciate your assistance and look forward to your response.
If you have any questions, please call me @ [phone].
Sincerely,
/X) AZZ& Az?
Wells Engineering, Inc.
cc: John Dorney
H. Reginald Poteat
WETLANDS
MITIGATION PLAN
Prepared for:
REGINALD PO TEAT
by:
W. BURTON WELLS
JANUARY 22, 1999
RACKGROUND
This property consists of a 70-acre tract of mixed hardwoods and pines located adjacent to the
Laurinburg City Limits in Scotland County, North Carolina (See attached map). The topography
varies from flat to rolling to fairly steep. The soils are classified as Lakeland sands which are
generally deep erosive sands. The entire tract is surrounded by roads and/or existing subdivided lots
mostly with existing houses. About two thirds of the tract is bounded by Plantation Road, an
unimproved dirt road. The property on the opposite side of Plantation Road has been subdivided and
several houses have been built. The remainder of the tract is surrounded by Barnes Bridge Road (SR
1614) and Turnpike Road (SR 1105). These are both fairly heavily traveled two lane asphalt roads.
The tract is separated from the two asphalt roads by single lots with existing houses. These lots are
about 100 feet wide and 200 feet deep.
The entire tract of land plus an additional 55 acres of adjacent developed land or a total of about 125
acres drain into the natural low area on this property which constitutes the 6 acres of wetlands. The
wetland area is about 2000 feet long and averages about 130 feet wide. There is no defined stream
through this area except at Plantation Road where the stream has been channeled into the pipe under
the road. At the upstream end of the wetlands, the topography becomes very steep. At the
downstream end of the wetlands is Plantation Road. Below Plantation Road is a constructed pond -of
about 2 acres in size. The normal pool of this pond backs water up to the culvert underneath
Plantation Road. The pond's pipe system is a small horizontal pipe through the dam with a vertical
pipe riser to control the pool level.
The applicant, Mr. H. Reginald Poteat owns the property described above and desires to develop a
water-based subdivision. He wants to develop it in an environmentally friendly and pleasing manner
with a minimum of disturbance and no more than two houses per acre. He plans to leave a common
area between the building lots and the water for the enjoyment and use of all the property owners on
the 70-acre tract. He hopes to attract potential property owners who will appreciate this more natural
living environment and who will work with him to help keep it an environmentally friendly
showplace of homes.
In addition to providing the "water-base" for the development, the pond will also be utilized to
control stormwater runoff from the area during and after development.
U.S. Army Corps of Engineers (Corps) personnel visited the property on June 16, 1998 and were
advised of the owners plans to develop the property as described above. On June 18, 1998, the Corps
advised that the potential wetlands were considered "above headwaters" for jurisdictional purposes.
The wetlands were then delineated by a private consultant and surveyed in September 1998. The
Corps made a field review of the mapping on September 21, 1998. The wetlands map was certified
by the Corps on October 9, 1998.
WETLANDS MITIGATION PLAN
AVOIDANCE
To avoid affecting the wetlands, the following alternatives were evaluated:
Alternative 1. Locate the pond outside the wetland area.
Due to the topography of the land and the types of soil there are no other pond sites on this property.
The topography is essentially flat except around the perimeter of the wetlands. According to the
Scotland County Soil Survey, the highland soils on this property are classified as Lakeland Sand.
These soils are deep sands not suitable for pond construction due to excessive seepage.
Alternative 2. Develop the property the water-base feature.
This does not meet Mr. Poteat's objective of a water-based development. If the property is developed
without the water-base, it no doubt will be at a much higher density and even with best management
practices the wetlands will be severely impacted.
Alternative 3. Sale the property.
This does not meet Mr. Poteat's objective. Mr. Poteat purchased this property approximately 15
years ago for the sole purpose of developing it into a desirable water-based subdivision. However it
is a valid alternative, if the completion of this development becomes unrealistic or cannot be made
economically feasible.
M/N/M/ZAT/ON
To minimize the amount of wetlands adversely affected, the following alternatives were evaluated:
Alternative 1. Construct one dam at the downstream road and existing pond and leave some wetlands
between the pool and the uplands.
There is less than 12 feet of fall from the upper end of the wetland to the lower end. The minimum
depth of a satisfactory impoundment at this location would be at least 10 feet at the dam. The pool
would back water over most of the wetlands and maintenance of the upper end of the pond would be
excessive. The remaining wetland area, if any, would be so small that it would provide very little
filtering and wildlife values.
Alternative 2. Construct a pond further upstream leaving some wetlands between this pond and the
existing downstream pond.
Constructing a satisfactory impoundment further upstream would leave only a very small area of
downstream wetlands. These wetlands would be isolated between the two ponds and not be of
sufficient size to provide very much filtration or wildlife value. This location also would not provide
stormwater control for more than 50 percent of the tract.
WETLANDS MITIGATION PLAN
COMPENSATION
There does not appear to be any way to avoid these wetlands and meet the applicants objective of
developing a water-based development on this property. Also, there does not appear to be an
alternative that will minimize the amount wetlands affected and leave enough of the wetlands so that
the remaining wetlands would retain their value. Therefore, the applicant is willing to compensate for
the 6 acres of wetlands most of which will be covered permanently by water if in so doing the project
can remain economically feasible.
In addition to or as a part of the mitigation, the applicant plans to reserve an area around the
perimeter of the ponds which will not be disturbed. This area will be for the use and benefit of all the
property owners, and will also provide filtration and shade along the edges of the pond which should
benefit water quality and fish and wildlife. Keeping the density of housing to not more than about
two houses per acre and providing some very strict restrictive covenants will also contribute to these
values and help cause this development become more environmentally friendly and a more desirable
place to live.
The applicant understands that if this project is approved, mitigation could be in one or more of
several forms. However, since either the NCDENR or the Corps will determine the value of this
wetland and the required type and amount of mitigation, the applicant needs to know the kind of
mitigation and the amount that will be required in order to know what options are available in order
to proceed.
The applicant respectfully requests a written response from the appropriate personnel of the
appropriate agency so that he can orderly plan for the development or disposition of this tract of land
prior to incurring any additional major financial resources.
If you have any questions, please call me @ 803 345-2812.
Wells Engineering Inc.
WETLANDS MITIGATION PLAN
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Poteat, Inc.
PO Box 339
Laurinburg, NC 28353
Dear Sirs:
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 8, 1999
DWQ Project # 981126
Scotland County
The Division of Water Quality has reviewed your plans for the discharge of fill material into 6.0 acres of
streams and/or wetlands in Scotland County for pond construction. Based on this review, we have identified
significant uses, which would be removed or degraded by this project. These uses are soluble pollutant removal and
wildlife habitat. Furthermore, insufficient evidence is present in our files to conclude that your project must be built
as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of
the proposal are made as described below, we will have to move toward denial of your 401 Certification as required
by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on
administrative hold.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can
you construct your pond with less than one acre of wetland impact? Any impact greater than one acre will require
compensatory mitigation as described in 15A NCAC 2H .0506(h). the amount of this mitigation will vary depending
on the distance these wetlands are located form blue line shown on USGS topographic maps. A minimum of 1:1
restoration or creation of riparian wetlands will be required. Any documentation such as maps and narrative that you
can supply to address alternative designs for your project may be helpful in our review of your 401 Certification.
Also this project will require compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation
proposal is insufficient because none was proposed.
Please respond with three weeks of the date of this letter by sending a copy of this information to me and
one copy to Mr. Ken Averitte Fayetteville Regional Office at Wachovia Building Suite 714 Fayetteville NC 28301.
If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
,
. Dorney
fn
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cc: Fayetteville DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Wilmington Field Office Corps of Engineers
William Burton Wells, Chapin, SC
981126.nty
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
1 North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
January 15, 1999
MEMORANDUM
TO: John Parker
Division of Coastal Management
John Dorney
Division of Water Quality
Scott McLendon
Army Corps of Engineers
FROM: Frank McBride, Manager ??
Habitat Conservation Program
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SUBJECT: 404 and 401 permit applications for Poteat, Inc. pond construction in wetlands
associated with Gum Swamp, off Plantation Road, Laurinburg, Scotland County,
North Carolina. Action ID No. 199900013.
The North Carolina Wildlife Resources Commission has reviewed the project for impacts
to wildlife and fishery resources. A site visit was made on January 13, 1999. Our comments are
provided in accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401,
as amended; 16 U.S.C. 661 et seq.), Section 401 of the Clean Water Act (as amended), and North
Carolina General Statutes (G. S. 113 -13 1 et seq.).
The applicant proposes to construct 2 ponds with a surface area totaling 9.6 acres in a
wooded, natural ravine leading to Gum Swamp as part of a planned subdivision. A small stream
with associated springs and wetlands occurs at the bottom of the ravine. Wetland vegetation
includes red bay, red maple, black gum, and greenbriar. Site wetlands provide excellent habitat
for raccoon, opossum, muskrat, mink, various reptiles and amphibians, and a number of songbird
species.
The project would fill 0.2 acre of wetlands, excavate 0.2 acre of wetlands, and flood 5.8
acres of wetlands for a total wetland impact of 6.2 acres. In our opinion, the quality of the
Poteat, Inc. Ponds 2 1/15/99
aquatic habitat provided by the constructed ponds would not equal the quality of wetland habitat
lost to filling, excavation, and flooding. Any attempts there might have been to avoid or
minimize wetland impacts (i.e. go through the "sequencing process") are not described.
According to the Public Notice, the applicant has indicated a willingness to mitigate for wetland
impacts, but a mitigation plan was not included with the application. Based on these concerns,
we recommend that permits not be issued for the project as proposed. A modified project
demonstrating avoidance, minimization, and, if necessary, compensatory mitigation for wetland
losses would receive a more favorable review from this agency.
Thank you for the opportunity to comment on this application. If you have questions
regarding these comments, please call Bennett Wynne at [phone].
4 t ?
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 199900013
PUBLIC NOTICE

i
1998
December 23, 1998
POTEAT INC., POST OFFICE BOX 339, LAURINBURG, NORTH CAROLINA 28353,
REPRESENTED BY MR. BURTON WELLS OF WELLS ENGINEERING, 132 RUM GULLY
LANE, CHAPIN, SOUTH CAROLINA 29036 has applied for a Department of the Army (DA)
permit TO DISCHARGE FILL MATERIAL INTO 0.2 ACRES OF WETLANDS, EXCAVATE
0.2 ACRES OF WETLANDS, AND FLOOD 5.8 ACRES OF WETLANDS (TOTAL OF 6.2
ACRES OF JURISDICTIONAL WETLANDS IMPACTED) ADJACENT TO AN UNNAMED
TRIBUTARY TO GUM SWAMP TO CONSTRUCT TWO PONDS (SURFACE AREA
TOTALING 9.6 ACRES) AND TWO DAMS ON A 70-ACRE TRACT PROPOSED FOR
RESIDENTIAL DEVELOPMENT, NEAR LAURINBURG, SCOTLAND COUNTY, NORTH
CAROLINA.
The following description of the work is taken from data provided by the applicant and
from observations made during a site visit by a representative of the Corps of Engineers. Plans
submitted with the application show the creation of two shallow water impoundments by
constructing two earth embankments. Impoundments will be cleared by timber harvest
equipment. Earth fill embankments will be constructed using earthmoving equipment such as
trackhoes for excavations, pans or trucks for earthmoving and a bulldozer to spread and shape
earth fill. Extensive use will be made of Best Management Practices (BMPs) to minimize and
prevent sediment from leaving site. The applicant has indicated a willingness to mitigate for
impacts to jurisdictional wetlands should a permit be issued.
The site includes a linear, perennial, spring fed wetland, dominated by red bay (Persea
borbonia), red maple (Acer rubrum), black gum (Nyssa s lvca), horse sugar (Symplocos
tinctoria), cinnamon fern (Osmunda cinnamomea), netted chainfern (Woodwardia areolata), Ilex
spp., Clethra sp., and Smilax sp., between upland sand ridges of loblolly pines (Pinus taeda) and
turkey oaks ( uercus laevis). The soils are indicated as Aluvial and classed as hydric on the
USDA soils map. Presently the soils are not drained and are commonly flooded. The top is
covered with black mucky organic matter with some peat found and saturated sand. Hydrology
was evident by the saturated soil condition. There is no evidence of ditching or channels and the
drainage patterns are best defined as `dendritic', having small branches throughout the area. This
wetland system is at the base of sandy hillsides and receives seep water and surface runoff from
surrounding high ground. Before interfacing with Gum Swamp, this system travels under an
unpaved road through a culvert into an existing 2-3 acre pond offsite.
{
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needs, safety, food and fiber production, mineral needs, considerations of property ownership,
and, in general, the needs and welfare of the people. For activities involving the placement of
dredged or fill materials in waters of the United States, a permit will be denied if the discharge
that would be authorized would not comply with the Environmental Protection Agency's
404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or
criteria, a permit will be granted unless the District Engineer decides that it would be contrary to
the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to decide whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to decide the need for a public hearing and to decide the
public interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made until the
NCDWQ issues, denies, or waives State certification required by Section 401 of the Clean Water
Act. The NCDWQ considers whether the proposed activity will comply with Sections 301, 302,
306, and 307 of the Clean Water Act. The application and this public notice for the DA permit
serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, NCDWQ, Salisbury Street, Archdale Building,
Raleigh, North Carolina. Copies of such materials will be furnished to any person requesting
copies upon payment of reproduction costs.
All persons wanting to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality,
4401 Reedy Creek Road, Raleigh, North Carolina 27607, on or before January 11, 1999,
Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Scott McLendon, until 4:15 p.m., January 18, 1999, or telephone
910-251-4725.
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
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December 30, 1998
JAMES B. HUNTJR. .
GOVERNOR
MEMORANDUM
??? WAYN E MCDEVITT TO:
`SE6RI&TARY
DONNA D. MOFFITT :FROM:
DIRECTOR
Mr. A. Preston Howard, P. E.
Director
Division of Water Quality
John R. Parker, Jr.
Inland "404" Coordinator
SUBJECT: "404" Project Review
,The attached U.S. Army Corps of Engineers Public Notice for Action No. 199900013 dated
4?
December 23, 1998 describing a proposed project by Poteat, Inc. is being circulated to interested
estate agencies for comments on applicable Section 404 and/or Section 10 permits.
x please indicate below your agency's position or viewpoint on the proposed project and return this
-form by 1/18/99. If you have any questions regarding the proposed project, please contact me at
--"733-2293. When appropriate, in-depth comments with supporting data is requested.
.REPLY
C w t
E ?, 7]. ? y?.t qJ???

Signed
This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
J, JAN 51,999
i
Date
P.O. BOX 27687, RALEIGH, NC 2761 1-7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
r r ..,
{ }, r' DIVISION OF COASTAL MANAGEMENT
t
OT MA
t?ICDENR
December 30, 1998
JAMES B. HUNT JR.
GOVERNOR
' MEMORANDUM

MCDEYITf
r
AYN E
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W
.
}
?' TO: Mr. A. Preston Howard, P. E.
i
,•
t? $EGRETARY r
Director
Division of Water Quality
V ? i b
FROM: John R. Parker
DONNA D. MOFF.ITT._ , Jr.
DIRECTOR Inland "404" Coordinator
SUBJECT: "404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199900013 dated
.December 23, 1998 describing a proposed project by Poteat, Inc. is being circulated to interested
astate agencies for comments on applicable Section 404 and/or Section 10 permits.
t ti I
REPLY

This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Signed
Date
P.O. BOX 27687, RALEIGH, NC 2761 1-7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
.'-.Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 1/18/99. If you have any questions regarding the proposed project, please contact me at
_733-2293. When appropriate, in-depth comments with supporting data is requested.

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 199900013
December 23, 1998
PUBLIC NOTICE
POTEAT INC., POST OFFICE BOX 339, LAURINBURG, NORTH CAROLINA 28353,
REPRESENTED BY MR. BURTON WELLS OF WELLS ENGINEERING, 132 RUM GULLY
LANE, CHAPIN, SOUTH CAROLINA 29036 has applied for a Department of the Army (DA)
permit TO DISCHARGE FILL MATERIAL INTO 0.2 ACRES OF WETLANDS, EXCAVATE
0.2 ACRES OF WETLANDS, AND FLOOD 5.8 ACRES OF WETLANDS (TOTAL OF 6.2
ACRES OF JURISDICTIONAL WETLANDS IMPACTED) ADJACENT TO AN UNNAMED
TRIBUTARY TO GUM SWAMP TO CONSTRUCT TWO PONDS (SURFACE AREA
TOTALING 9.6 ACRES) AND TWO DAMS ON A 70-ACRE TRACT PROPOSED FOR
RESIDENTIAL DEVELOPMENT, NEAR LAURINBURG, SCOTLAND COUNTY, NORTH
CAROLINA.
The following description of the work is taken from data provided by the applicant and
from observations made during a site visit by a representative of the Corps of Engineers. Plans
submitted with the application show the creation of two shallow water impoundments by
constructing two earth embankments. Impoundments will be cleared by timber harvest
equipment. Earth fill embankments will be constructed using earthmoving equipment such as
trackhoes for excavations, pans or trucks for earthmoving and a bulldozer to spread and shape
earth fill. Extensive use will be made of Best Management Practices (BMPs) to minimize and
prevent sediment from leaving site. The applicant has indicated a willingness to mitigate for
impacts to jurisdictional wetlands should a permit be issued.
The site includes a linear, perennial, spring fed wetland, dominated by red bay (Persea
borbonia), red maple (Acer rubrum), black gum (Nyssa sylvatica), horse sugar (Symplocos
tinctoria), cinnamon fern (Osmunda cinnamomea), netted chainfern (Woodwardia areolata), Ilex
spp., Clethra sp., and Smilax sp., between upland sand ridges of loblolly pines (Pinus taeda) and
turkey oaks ( uercus laevis). The soils are indicated as Aluvial and classed as hydric on the
USDA soils map. Presently the soils are not drained and are commonly flooded. The top is
covered with black mucky organic matter with some peat found and saturated sand. Hydrology
was evident by the saturated soil condition. There is no evidence of ditching or channels and the
drainage patterns are best defined as `dendritic', having small branches throughout the area. This
wetland system is at the base of sandy hillsides and receives seep water and surface runoff from
surrounding high ground. Before interfacing with Gum Swamp, this system travels under an
unpaved road through a culvert into an existing 2-3 acre pond offsite.
-3-
needs, safety, food and fiber production, mineral needs, considerations of property ownership,
and, in general, the needs and welfare of the people. For activities involving the placement of
dredged or fill materials in waters of the United States, a permit will be denied if the discharge
that would be authorized would not comply with the Environmental Protection Agency's
404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or
criteria, a permit will be granted unless the District Engineer decides that it would be contrary to
the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to decide whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to decide the need for a public hearing and to decide the
public interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made until the
NCDWQ issues, denies, or waives State certification required by Section 401 of the Clean Water
Act. The NCDWQ considers whether the proposed activity will comply with Sections 301, 302,
306, and 307 of the Clean Water Act. The application and this public notice for the DA permit
serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, NCDWQ, Salisbury Street, Archdale Building,
Raleigh, North Carolina. Copies of such materials will be furnished to any person requesting
copies upon payment of reproduction costs.
All persons wanting to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality,
4401 Reedy Creek Road, Raleigh, North Carolina 27607, on or before January 11, 1999,
Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Scott McLendon, until 4:15 p.m., January 18, 1999, or telephone
910-251-4725.
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Poteat, Inc.
Project Number 98 1126
Recvd From APP
County Scotland
County2
Region Fayetteville
Received Date 11/16/98 Recvd By Region 11/23/98
Project Type pond construction
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F IP HWFO Y O N 71 14-32-(12) I SW 030755 6.00 1-
f F__O Y _0N F-If-F-I-F-f?
Mitigation Wetland
MitigationType Type Acres Feet

Is Mitigation required? 0 Y O N
Did you request more info? O Y (ON
Is Wetland Rating Sheet Attached? O Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? O Y OQ N
Comments:
Recommendation: O Issue O Issue/Coed 0 Deny
cc: Regional Office Page Number 1
Central Office
v;.
Project Name Nearest Road 7V- ?.
County W Hand Area .? acres Wetland Width feet
Name of evaluator l Date 1e -ir s'y
Wetland Location
on pond or lake
on perennial stream
on intermittent str
within interstream divide
other
Soil series
predominantly organic - humus, muck,
or peat
predominantly mineral - non-sandy
predominantly sandy
Flooding and wetness
Hydraulic factors
steep topography
ditched or channelized
total wetland width i 100 feet
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
Zrested/natural vegetation 70 %
agriculture, urban/suburban %
impervious surface %
Dominant v etatioa
(1) Tl _ ?
(2)
NG
(3) IVAI ?E emu.
L-umipemzanently to permanently
flooded or inundated
seasonally flooded or inundated
intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest Pine savanna
Headwater forest Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral wetland
Pocosin Carolina Bay
Bog forest' Other
*the ratinS_system cannot be applied to salt or brackish marshes or stream channels
R
A
T
1
N
G
Water storage
Bank/Shoreline stabilization
Pollutant removal
Wildlife habitat
Aquatic life value
3 _IX
x
*x
x
Z x
weight
4.00-
4.00 =
5.00 =
2.00-
4 . 00
=
Recreation/Education - x 1.00 -
Wetland
Rating

<:'
*Add 1 point if in sensitive watershed and >I 0% nonpoint disturbance within 1/2 mile upstream,
___uyslo_Letor radius
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 23, 1998
Regulatory Division
Action ID No. 199900013
1L
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
DEC29IM
Enclosed is the application of Poteat, Inc., represented by Mr. Burton Wells of Wells
Engineering, for Department of the Army authorization and a State Water Quality Certification
to discharge fill material into 0.2 acres of wetlands, excavate 0.2 acres of wetlands, and flood
5.8 acres of wetlands (total of 6.2 acres) adjacent to an unnamed tributary to Gum Swamp to
construct two ponds and two dams on a 70-acre tract proposed for residential development, near
Laurinburg, Scotland County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by February 11, 1999, the District Engineer will
deem that waiver has occurred.
-2-
Questions or comments may be addressed to the undersigned at [phone].
Sincerely,
Scott McLendon
Regulatory Specialist
Wilmington Regulatory Field Office
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
DEM ID: CORPS ACTION ID : \ G? 0,,0? h 0 [) \--:?
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION AP _,;;p,? ?,?
P°eirG.;,
FOR NATIONWIDE PERMITS THAT REQUIRE:
'19 9
1) NOTIFICATION T THE CORPS OF ENGINEERS
2) APPLICATION FOR CTION 401 CERTIFICATION ?,` A 1(
3) COORDINATION WITH NC DIVISION OF COASTAL ??' k'
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : ©T e- `r G-
2. MAILING ADDRESS: "P d. d g. 3 3 l
SUBDIVISION NAME: hi/N
CITY: 1?6 y rZ I Jt T- t02 /, STATE: IV.C,. ZIP CODE: 7_t°3)
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME) : (WORK) : Z (.t ?
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: k( W T:?=) ) rz- O t W E %-. L. 5 -
1 3Z 12.ut"A l L) LL_ y ? kV% r
C, \A
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY : ?s _ CD T "... N A-,I T?) NEAREST TOWN OR CITY: L N V CL1 ?lT'?U R. C?t
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : t:V,-QM wicel D G U S?O1 l? 5401 P?YPhS? b1?
5oV'rH ?1DF. OF L NU21NSUQ4 : G'tct, 500111 0?.1 US x-01 At30U'C
_\ °o MS LEFT 0*4 To \wp-\VQ Q.D Kb Q. ABoo? \.3 Mk -?.? ,1kT
O N `C 0 I+P v j `C R z k o tJ CZ ... ?o `C E A?'Z 1? S? o'PE.. Q.T Y 5 (3 v N DF?
-, ti Q W O G ? 1. A `C \ o l?.l TZ U ?. H ra- rt> ECG. li-
cP V-b'Q 6Z Y Y L. u E o -C ?- I N c -?* V ?- hl Q 1 v-
6. IMPACTED OR NEAREST STREAM/RIVER: U 'VA SW AMA
RIVER BASIN: 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES L ] NO rA IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Sa. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ] NO (q IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO N IF YES, DESCRIBE ANTICIPATED WORK:
2
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 7
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 6 Z EXCAVATION: d Z'
OTHER: ° ;7-
FLOODING: S $
DRAINAGE: T's« - TOTAL ACRES TO BE IMPACTED: Co
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
T(?? FT
•D E!= t NEB _ A AIIJELFT AFTER:
LENGTH BEFORE: d
FT
WIDTH BEFORE (based on normal high water contours):
t ? /? FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: ?II? FT AFTER: lA FT
(2) ; ^*A * IMPACTS WILL RESULT FROM : (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: 14/k PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: IWA CONSTRUCTION OF A DAM/FLOODING: N /k
OTHER: V4
L
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND7 ?r' +? Z C L) P Pat-) - 3 5 A G.. ?e o p -? ' ? ? 0 ? `-•
WHAT IS THE EXPECTED POND SURFACE AREA?e Lt7 G ?yrr n?c T
120vt 0 1 ? L C kv F. R) = A.. Z P•-_ .
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE.OF
3
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 1111 DRAWINGS
ONLY)
Construct 2 small shallow water impoundments by constructing 2 earth embankments. Pools will
be cleared by timber harvesting equipment. Earth fill embankments will be constructed using
typical earthmoving equipment (i.e., trackhoe for excavations, pans or trucks for earthmoving and
dozer to spread and shape earthfill). Extensive use will be made of BNT's to minimize erosion
and prevent sediment from leaving the site.
13. PURPOSE _QF PROPOSED WORK:'
Stormwater management (quality and quantity), wildlife, recreation, and aesthetics for future
residents.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
This 70 acre tract has a very high potential for residential development. It is already bounded on
2 sides by the Laurinburg city limits. Water and sewer service is adjacent to the property. The
owner desires to construct 2 shallow water impoundments within the 70 acre tract. The wetlands
are the only suitable site for a constructed impoundment. Construction of the shallow water
impoundments prior to development will allow the ponds to serve beneficial purposes such as
controlling stormwater discharge (quantity and quality) improving downstream water quality,
wildlife and recreation opportunities, and provide an aesthetically pleasing amenity for future
residents.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE-
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED : C?T) %n P a? ? L R.ev?%; w d c ??t h. TNtz?0.t?A15? (ATTACH RESPONSES
FROM THESE AGENCIES.) r--y-. t ""' -
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE BY `THE PROPOSED
PL??
g6,, e
PROJECT DATE CONTACTED : 11191 ,4^1,D CV,. y Ar 7
W.4 r T/ ME _
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
4
No,

YES H NO X (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO [ ] 'A`N
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ] ?rt
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
-STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38)'. ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? -
'S u R. Q d c 1 tit D? L1 L.f T e D Q E z-" Y 1 5 Q.t. 5\ `P F.1.1 Z 1 R L.. 4a ' A C? V-0
h; f .rr?aEi2w1 'aouu]?K9?_14 15 wtZ'H1m_ `ry4c, LAoaa??P, 2
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
5
C k -c ?f 0 Q. T n w ti D r- L A U fZ I ?1 0 v FZ & 1n/ 5 Z
_CV-e -rhnv-- Kt a 54 S SeW,
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
,NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
...2122. , e,, & Z, ,2z /4
OWNER'S/AGENT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
6
Poteat Insurance Agency
Agents and Brokers since 1939
November 10, 1998
This letter authorizes Wm. Burton Wells of Wells Engineering Inc., to
act as agent for Poteat Inc. in all matters relating to application for a
Corps of Engineers Section 404 permit on the following described
property:
The tract consists of approximately seventy acres and is located in
Scotland County, North Carolina near the Southwestern City of
Laurinburg City Limits. It is bounded by Turnpike Road, Barnes
Bridge Road and Plantation Road. A description of the property can
be found on page 619 of deed book 9-C in the Scotland County
Courthouse.
WSW a ;@K r
(t*O*).
600 aOUTH MAIN STREET • POST OFFICE 90X 339 • LAURINBURQ. NORTH CAROLINA 28353 • [phone]
37 HAMLET AVENUE - POST OFFICE DRAWER 912 • HAMLET, NORTH CAROLINA 28345 @ [phone]
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l:7 CORPS ACTION ID:
t ?j?99a
I,i1?TIOMDE P I REQUESTED (PROVIDE NATIONWIDE PERMIT #):
WEy SECTION
??
W,TER -CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION T THE CORPS OF ENGINEERS
2) APPLICATION FOR CTION 401 CERTIFICATION
3) COORDINATION WITH NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : '\?:) O T E f? `C 1- ti e-- .
2. MAILING ADDRESS: d. T;?3 b 5?. 3 3 L
SUBDIVISION NAME: N IN
CITY: I Ay(Zj tMa )?,", STATE: IV. Cr. ZIP CODE: 7 00
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : (l Io? Z-1 (o' Z (o t ?
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: W w. t) rz. T O" V1 G "L- 5

C\AN?1%" 5c- Z(i03( 'o 11, 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY : 75 _ O T `.. 4i N11 '?) NEAREST TOWN OR CITY: L. N V Cu ty'P?U CZ G-c
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : 1:2 rA --?CZ d 0- U n401 $ V 5401 Fz? YPAC55 0
"T kA :) D? ?- NUR?N8V 1ZUr : 6t (1-> 'SO0-tN 0%4 uS ?-at 1i130ut
\ °o M2 LEFT OtA To 'Cy R. ?1o???• QD r-o R. ABotl `C ?.3 M? -?.
O N o 41. P N `C k! -v t o t-A L? ... ?D `T E k7 1? ?? o"P E. ?. T Y S c? v N pF?
A `C \ o Ill TZ H E. rt> lL-
R-b 1 t?A cx l) R- 't-L. Q 11t. E.
:-JA. -'3WNMP
6. IMPACTED OR NEAREST STREAM/RIVER:
RIVER BASIN: E.C.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ( ] NO N IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ] NO Pq IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ] NO N IF YES, DESCRIBE ANTICIPATED WORK:
• 2

9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 7
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 6 Z
FLOODING: S $
DRAINAGE: ?j d ti
EXCAVATION: d•?
OTHER: IQ
TOTAL ACRES TO BE IMPACTED: ('.0
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 9m D Er- I kAFn ? AANVFIFT AFTER : 'W h FT
WIDTH BEFORE (based on normal high water contours): N Ar FT
WIDTH AFTER: lA FT
AVERAGE DEPTH BEFORE: WZA FT AFTER: N/A FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: N Ik PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: 'r4/A, CONSTRUCTION OF A DAM/FLOODING: N /A-
OTHER: ?o •DE 1't?e? G rA?t?
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? ?o + 0 2 ( L) PER 10 : 0.5 Q c.. 2e Al D ? = 110 }L c..
WHAT IS THE EXPECTED POND SURFACE AREA. ?a L ? . ?.?
Fortt) 1 (1,owER)3 4-z P?e- .
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE.OF
3
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 111' DRAWINGS
ONLY):
Construct 2 small shallow water impoundments by constructing 2 earth embankments. Pools will
be cleared by timber harvesting equipment. Earth fill embankments will be constructed using
typical earthmoving equipment (i.e., trackhoe for excavations, pans or trucks for earthmoving and
dozer to spread and shape earthfill). Extensive use will be made of BNIP's to minimize erosion
and prevent sediment from leaving the site.
41
13. PURPOSE 9F PROPOSED WORK:'
Stormwater management (quality and quantity), wildlife, recreation, and aesthetics for future
residents.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
This 70 acre tract has a very high potential for residential development. It is already bounded on
2 sides by the Laurinburg city limits. Water and sewer service is adjacent to the property. The
owner desires to construct 2 shallow water impoundments within the 70 acre tract. The wetlands
are the only suitable site for a constructed impoundment. Construction of the shallow water
impoundments prior to development will allow the ponds to serve beneficial purposes such as
controlling stormwater discharge (quantity and quality) improving downstream water quality,
wildlife and recreation opportunities, and provide an aesthetically pleasing amenity for future
residents.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE-
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA-THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
Tmtrs0.'irih)o-(ATTACH RESPONSES
CONTACTED: C 6' T? .r N Pp-6--6 ?A". Q,e.Vti;.w 11F tyh.
FROM THESE AGENCIES.) S?eEC.?G r'OT" T %ArA' N 2E ~
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
WHICH MAY B EAFFECTED BY THE PROPOSED
PROPERTIES IN THE PERMIT AREA
PL??
191 -ff"
PROJECT. DATE CONTACTED : 11
An4,D C?AY 47' 7WAr r1 ME _
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND? Np .
4
Yv.

YES [] NO X (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES N NO (] I `N
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (I NO [ ] W /N
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38)'. ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
5uJZ ZQQNIDItseg 'pQnQEQ.ZY
n ? ?-r to E Z w? ? n u U 4 k 9 15 1cV ? ? N ?.?. `f uG L. a ?? R. ? ?.t P, 12 C?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
5
(' k-'x 0? Ynwti Dr- ?.AUrzr--Z.) v261 uc/A, :5 s -T r--

g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
- Z
OWNER'S/AGENT'S SIGNATURE
//-/o-Zo
DATE
(AGENT'S SIGNATURE VALID ONLY
TF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g .) )
6
Poteat Insurance Agency
Agents and Brokers since 1939
November 10, 1998
This letter authorizes Wm. Burton Wells of Wells Engineering Inc., to
act as agent for Poteat Inc. in all matters relating to application for a
Corps of Engineers Section 404 permit on the following described
property:
The tract consists of approximately seventy acres and is located in
Scotland County, North Carolina near the Southwestern City of
Laurinburg City Limits. It is bounded by Turnpike Road, Barnes
Bridge Road and Plantation Road. A description of the property can
be found on page 619 of deed book 9-C in the Scotland County
Courthouse.
. Al
I/V
A *00)
000 SOUTH MAIN STREET • POST OFFICE BOX 339 • LAURINBURQ. NORTH CAROLINA 28353 • [phone]
37 HAMLET AVENUE • POST OFFICE DRAWER 912 • HAMLET, NORTH CAROLINA 28345 @ [phone]
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i REV.NO. DESCRIPTIONS DATE orTgq Internet Site: http://www.mckimcreed.com
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FORE 8AY
12' 12' w o 12' 12'
VEGETATIVE SHELF VEGETATIVE SHELF ~ z ~o TOP OF RISER VEGETATIVE SHEI 6:1 SLOPE TYP. 6:1 SLOPE TYP. VEGETATIVE SHELF s:1 sLOPE rrP. POND N0. 1 SCHEDULE:
TOP OF BERM EL = 604.0 AROUND POND AROUND POND o> o AR S NOP p ~ 4 p OU D OND AROUND POND 4 TOP OF BERM EL = 604.0
1 STORAGE EL., 601.6 , , . STORAGE EL ~ 1 a NORMAL WATER SURFACE ELEV. 600.0
FOREBAY POOL EL NWS) . PERMANENT POOL EL NORMAL WATER SURFACE) 600.0 1 BOTTOM PERMAN NT E POOL ELEV. 596.0
BOTTOM FOREBAY POOL ELEV. 596.0
~ 4 CREST OF LOW FLOW WEIR 4 4 a 1 4 ~ CREST OF RISER: 601.6
1 0 BETWEEN FOREBAY AND MAIN POOL 1 0 1 ELEV. = 600.0 TOP OF BERM ELEV• 604.0
~ ~ ORIFICE ELEVATION 600.0
~ ~ BOTTOM FOREBAY EL 596.0 EL= 596.0 80TTOM PERMANENT POOL SIZE OF RISER 6' x 6' CONC• BOX
~ ~ SIZE OF OUTLET BARREL 18" DIA. RCP
DRAWDOWN ORIFICE 1 - 2.5" DIA. PVC PIPE
STORAGE AT ORIFICE ELEV. 43,350 CU. FT. STORAGE AT RISER ELEV. 33,397 CU. FT.
STORAGE AT TOP OF BERM ELEV. 106,080 CU. FT.
NOT TO SCALE
NOTE: PROVIDE {2} RISER -BARREL & ORIFlCE tREL & ORIFlCE
OUTLET STRUCTURES THIS POND POND
FORE 8AY
12' 12' 0 12' 1a' POND N0. 2 SCHEDULE:
VEGETATIVE SHELF VEGETATIVE SHELF ~ ~ o TOP OF RISER VEGETATIVE SHEL VEGETATIVE SHELF
6:1 SLOPE TYP. 6:1 SLOPE TYP. AROUND POND AROUND POND j ~ 6:1 SLOPE TYP. TOP OF BERM EL = 604.0 4 p AROUND POND s:1 sLOPE TYP. NORMAL WATER SURFACE ELEV. 600.0 AROUND POND 4 TOP of BERM EL. = 604.0 BOTTOM PERMANENT POOL ELEV. 596.0
1 , . , , STORAGE EL, 601.7 ~ . . , STORAGE EL.
FOREBAY,POOL EL NWS) , , PERMANENT POOL EL NORMAL WATER SURFACE) 800.0 , 1 4 BOTTOM FOREBAY POOL ELEV. 596.0 1 CREST OF RISER;
601.7 TOP OF BERM ELEV. 604.0
4 CREST OF LOW FLOW WEIR 4 4 a 1 4 ORIFICE ELEVATION 600.0
1 o BETWEEN FOREBAY AND MAIN POOL 1 0 1 w SIZE OF RISER 6' x 6' CONC. BOX
ELEV. = 600.0 ~ SIZE OF OUTLET BARREL 24" DIA. RCP
BOTTOM FOREBAY EL 596.0 EL= 596.0 BOTTOM PERMANENT POOL DRAWDOWN ORIFICE 1 - 4" DIA. PVC PIPE
STORAGE AT ORIFICE ELEV. 396,547 CU. FT.
~ / STORAGE AT RISER ELEV• 276,091 CU. FT.
STORAGE AT TOP OF BERM ELEV• 742,572 CU. FT.
PROVIDE (2) RISER -BARREL /ORIFICE STRUCTURES
SEE PLAN, SHEET 3
NOT TO SCALE
NOTE: PROIDE (2} RISER -BARREL & ORIFlCE
OUl'~ET STRUCTURES THIS POND REL & ORIFlCE POND
a
FORE BAY N
12' 12' 0 1 2 12' P
VEGETATIVE SHELF VEGETATIVE SHELF TOP OF RISER VEGETATIVE SHELF JO 6:1 SLOPE TYP. 6:1 SLOPE TYP, o v 6:1 SLOPE 7YP. OND N0. 3 SCHEDULE. VEGETATIVE SHELF
TOP OF BERM EL = 596.0 4 AROUND POND AROUND POND > o AROUND POND 6:1 SLOPE TYP. AROUND POND 4 TOP OF BERM EL. = 598.0 NORMAL WATER SURFACE ELEV. 594.0
1 , . _ , , . STORAGE El. 595.6 , , , STORAGE EL ~ 1 BOTTOM PERMANENT POOL ELEV. 590.0
. , , FOREBAY POOL EL NWS) PERMANENT POOL EL NORMAL WATER SURFACE) 600.0 4 BOTTOM FOREBAY POOL ELEV. 59 ~ 0.0
4 CREST i;F RISER: 595.6
4 a 1 CREST OF lOW FLOW WEIR ~ 4 TOP OF BERM ELEV. 598.0 ORIFICE ELEVATION 594.0
w BETWEEN FOREBAY AND MAIN p00L 4 a 1 1 ° ELEV. = 594.0 1 ° SIZE OF RISER 6' x 6' CONC. BOX
SIZE OF OUTLET BARREL 24" DIA. RCP
BOTTOM FOR®AY EL 590.0 EL= 590.0 BOl'TON PERMANENT POOL DRAWDOWN ORIFICE 1 - 4" DIA. PVC PIP
~ \ i ~ ~ /i STORAGE AT ORIFI E CE ELEV. 165,596 CU. FT.
STORAGE AT RISER ELEV. 141 570 CU. FT
STORAGE AT TOP OF BERM ELEV. 407 823 CU. F T•
PROVIDE (2) RISER -BARREL /ORIFICE STRUCTURES
NOT TO SCALE SEE PLAN, SHEET 4
STRUCTURAL NOTES:
1. CONCRETE DESIGN IS BASED ON THE FOLLOWING STANDARDS:
REMWABLE TRASH RACK BUILDING CODE REQINREMENTS FOR REINFORCED CON(TIETE
{Aq 318-89) AND ALL SUBSEQUENT SUPPLEMENTS.
2 CAST IN PLACE CONCRETE DESIGN IS BASED ON THE FOU.OIWNG
TOP EL n MATERIAL STRENGTH:
TOP OF BERM EL. , v
4f a VC PIPE ORIFlCE A. CONCRETE {AT 28 DAYS); 4000 PSI (,46 MAX WATER CEMENT RA710)
1.0' 1.0' NGRMAL POOL EL B. REINFORpNG STEEL, ASTM A615, GRADE 6Q FY = 60,000 PSI 8"
4 POURED IN PLACE-~ .D IN PLACE R p ~ 3. MINIMUM CONCI~TE PROTECTION FOR REINFORCEMENT SHALL BE
1~ CONCRETE COLLAR C OUTLET PIPE iETE COLLAR ~ FOIlOWS:
TOP RISER EL. 6' x 6' CONC. BOX " A CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3 o
GRADE POND TO o B. EXPOSED TO EARTH, WATER OR WEATHER, WHERE FORMS TERPROOF
ELEVATIONS SHOWN N.W.S.E. WATERPROOF ON THE PLANS MASTIC (TYP. S11C (TYP. - ARE USED = 2
6' x 6' CONC. BOX INV 29.0 a .a 8" 4. CHAMFER ALL EXPOSED CORNERS OF C~ICREIE WITH 3 4" X 4 ' / 5
(SEE RISER SECTION) , 5 x 5 CONC. LLARS CHAMFER, UNLESS OTHERWISE NOIID• a
~ 2a^ ~ 12' DRAIN UNE 5. ALL CONCRETE WORK SNAIL BE DONE IN ACCORDANCE WITH
/ _ RCP FLARED END SECTION ~ ~ W/ GATE VALVE ~ "SPEGFlCAIigVS FOR STRUCTURAL CON(XiEIE IN BUILDINGS" A I a ° ri I RCA OUTLET " C 301
AND Ap PUBLICATION Ap-350R89 ENVIRONMENTAL ENGINEERING m CONCRETE STRUCTURES'.
° OUTLET PROTECTION 8c - RCP C76 - ° ° a BOTTOM EL.
• ~ IX-UI FLOW SPREADER m >MPi 0 RING GASKET ' ° ° 6. UNLESS NOTED OTHERWISE, ALL SPLICES, BENDS, STANDARD HOOKS AND OTHER DETAILING OF REINFORCEMENT SHALL BE ACCOMPLISHED
m JOINTS CLASS B STONE ~ MIN. 12" THK. c 8 AS RECOMMENDED IN THE "MANUAL OF STANDARD PRACTICE FOR
N ~ CUT OFF 12' DETAILING REINFORCED CONCRETE STRU " CTURES Aq 315 AND ACI 318-89.
12 DRAIN LINE _ 6' x 6' CONC. BOX NOTE:
° W GATE VALVE POURED IN PUKE Ri EO IN PUKE 7. FORM FlNISH IS ACCEPTABLE FOR WALL FLOAT FlNI CONTINUOUS LUBBER S. SH SLABS, RUB :RETE COLLAR g' 6'-O" 8" WATER STOP tT ALL EXPOSED SURFACES.
N N N- V CONCRETE COLLAR 0 WO EN ;AL EACH FACE) CONSTRUCTION JOINTS g• COND
GEOTEXTILE FABRIC ~'5 REBAR TYPICAL EACH FACE) NUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL PLAN. SEC1'lON CONSTRUCTION JOINTS IN RISER.
ANTI -SEEP AGE COLLAR DE .AR DETAIL
0 c NOT TO SCALE NOT TO SCALE PRECAST RI R St 6A RREL STRUCT LIRE
NOT TO SCALE
~ SEAL `,~~11111111/~~~ SEAL
DATE: 08 OCT 99 SCALE DWG NUMBER
~ :°a~`~ y9 ~'9 nn y. M_CE PROJ. # 1353-0002
. , ~ ~ ~ .an E .A~ P11 num Pn P i DRAWN HORIZONTAL: ~NFFTU,,,,acR
_ SEAT
3 953 2300 Sardis Road North, Suite A 0 DESIGNED RDL NA
F Phone: [phone], Fax: [phone] Blakenaw ?ene ea Limited Partnership CHECKED RDL VERTICAL: .v STQWWATS "AGEMEW PLAN PROJ. MGR. RDL NA
Charlotte North Carolina 28227
° AA0002667 The CD 'r~~llll jj11 The Crosland Group Details 5 OF 5
LREV.NO. DESCMPMONS DATE STATUS: G
LD REVISIONS It o~rgg Internet Site: http://www.mckimcreed.com m Dw-M REVISION ~ 1 R al
Not Pmbaped For conebixtian j

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COURSE HEARING DISTANCE COURSE BEARING D]STANCE CERTIFICATE FOR THE U.S. ARaIY CORP OF ENGINEERS L-1 N 2~'0T 03"E 216• B5' L-20 S 52'57' OS"W 91.45' US HWY 15-401
L-2 N 48°05'12"E 148.16' L-21 N B6°01'30"W 16.31'
L-3 N 51°58'45"E 141.75' L-22 N 56°4T 13"W 38.29' L-4 N 40°25'19"E 1%.45' L-23 S 85°14'10"N 69.15'
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY L-5 N 32'36' 27"E 149.08' L-24 S 15°04' !0"W 80.48' DEPICTS THE BOUNDARY OF THE JURISDICTION OF SEECTION 404 OF L-6 N so°2o' 33"E 229.23' L-25 S 70.09' 19"W 176.11' RppO
THE CLEAN IYATER ACT UNDER THE PRESENT LAfI AND REGULATION L-7 N 60°35' 05"E 90.74' L-z6 s 59°~' o3"w 119.54' L-B N 34°23'39"E 140.33' L-27 S 70°25'25"W 209.20' PLp}110.t lON
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS L-9 N 62°%' 20"E 143.59' L-28 S 22°08' 3B"W 139.99' THERE !S A CHANCE IN THE LA A' OR OUR PUBLISHED REGULATIONS, L-io N 74°12' 03"E 144.03' L-29 S 31°05' S3"W 140• B9'
THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE L-u N 16°29' 33"E 140.68' L-30 S 50°28' 03"W SB2.92' L-12 N 37°44'52"E 125.20' L-31 S 48°18'26"W 81.94'
RELIED UPON FOR A PERIOD NOT NOT TO EXCEED FIVE YEARS OF L-13 N 54°49' 25"E 131.23' L-32 S 33.45' S6"N 135.12' THIS DATE. L-14 S 65°56' 05"E 29.63' L-33 S 22°53' 50"W 103.02' C~ 1y
L-15 S 15°50'13"W 68.11' L-34 S 49°20'32"N 119.19' L-16 S 13'21'24"W 133.05' L-35 S 62°08'54"w 50.83'
L-17 S 29°24'38"W 104.32' L-36 N 79°37'07"W 52.33' L-SB S 35°01'47"W 90,67' L-37 NOB°00'38"W 67.64'
CORP OF ENCINE~RS DATE L-19 S 46°36' 14"N 94.70' L-3B N 52°53' 38"E 59.29' ~ 1614
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\ - \ S 40 tip, ~j~''~., SURVEY FOR
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\ - DEED REFERENCE: DEED BOOK 9-C PAGE 619 .o
NOTES: ~ \ 1. PRDPERTY SUBJECT TO ALL EASEMENTS, ~ ~ \ - \
RIGHTS-OF-WRV B RESTRICTIVE COVENANTS ~ \ - - R.W OF RECORO. ~ \ J.F. WAMPLER ENGINEERING, INC.
2. RRER BY COOR?1NATE METRO?. - \ R~ 3. RAT10 OF PRECISION) 1:10,000 ~ W JOSEPH F. WAMPLER, REG. SURVEYOR L-2295
9. ?RSHE? LINES NOT SURVEYED. ; q r 5. TAX I? REF, b 228 1- 31. ~ Q 2 604 PEDEN ST., LAURINBURG, NORTH CAROLINA 28352
[phone] DATE: SEPTEMBER 30, 1998
200 0 200 400 400 600 DATE SURVEYED: SEPTEMBER 1998 SCALE: 1 "=100'
LEGEND FILE: 9809153A
GRAPHIC SCALE -FEET p IAON PaACED PLOT: 98091532 CONCRETE NONUAENT FOUND MAP N0. 89-98-iC
PN NAIL TAX 228 ST: YES DRAWN BY: B.R.CAIN Q P01NT
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THIS CERTIFIES THAT THIS COPY OF TAUS PLAT ACCORATELY L-5 N 1!I~. L-24
DEPICTS THE BOUNDARY OF THE JURISDICPIOH OF S89MON 404 OF L-6 N N sr go, L-i N ~ 9W ~ S Z
THE CLEAN EAM ACT UNDER THE PRESENT LAW AHD RECUTAI90N L-TB w ~ 1,10, i-x S AS DETERMINED BY THE UNDEMMMI ON THIS ATE. LrA=S L 9 N 1 21 LK 3
THERE IS A CHANCE IN TAE LAW OR OUR PUBLISIRD RECDLITIONS, L-so N 7i 1 L- S-- - m BB
THIS DETERMINATION OF SIMMN 404 JMSDIC27ON MAY BE L-u N 1r~3Mr~7++~4iB(r'im ' LL-1 s 4riss
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L-2295 STE ARTSVILLE TOWNSHIP, SCOTLAND COUNTY 0°'''i` cJpyE'.'~ a; NORTH` CAROLINA
C-P 80,
Y+ DEED MF9A9NCX: DE$D DQOK 9-C PACE 619
MOTES: q
1. PROPERTY SIEJECT TO ALL EASEMENTS, fi J.F. WAMPLER INGINEERINC, INC..
R19ft-OF-MW 6 RESTRICTIVE COVENANTS JOSEPH F. t/AMPZEAR R.N.G. SURVEYOR L--2295
2F ARRECORD. EA BY COORDINATE NETI(ML S. PATIO OF PRECISION > 1130,006 604 PEDEN ST., LAURMURG, NORTH CAROLINA 28352
4. DASM INES S. T LREF. III SUPWOM 0 -1-31
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