19890466 Ver 1_Complete File_19890101

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Eddie L. Strickland
Rt. 1 Box 335
Fair Bluff, NC 28439
February 15, 1990
Bob Jamieson
Regional Manager
C\JJ` i..?
at-'
Subject: Proposed Wetland Fill
Project No. 9001-L
Columbus County
Dear-Mr.- Strickland
The Wilmington Regional Office received your COE Public
Notice on January 26, 1990. A preliminary review indicates that
a 401 Water Quality Certification will be required from our
Division due to the proposed wetland fill. A 401 certification
is required prior to issuance of a 404 permit.
Because of the many essential functions wetlands provide,
including purification of surface and groundwater, any loss of
wetlands as the result of filling activities is viewed by this
office as degradation of water quality, and potentially, a loss
of these essential functions wetlands provide.
Your project, as proposed, will result in the loss of
wetland areas. As a result, this office is requesting the
following additional information be submitted within 30 days upon
receipt of this letter: an alternate proposal that will
eliminate or reduce the proposed fill in wetland areas; or submit
an explanation of why such reductions are not possible.
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 0 Telephone [phone] • Fax [phone]
r
Mr. Eddie L. Strickland
February 15, 1990
Page Two
Until this office receives your response, your proposal for
a 401 Certification will be considered incomplete.
Should you have any questions concerning this matter, please
contact Jim Gregson, or me at [phone].
Sincerely,
0,j, zina! signed BY
q, PR[?TON HOWARD, JR
A. Preston Howard, Jr., P.E.
Regional Supervisor
APH:JG:trw
cc: Bill Mills
Steve Tedder.
Jim. Herstjne._
Jeffrey Richter (COE)
Stephen Benton
WiRO, CF

DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
Date: March 23, 1990
To: Bill Mills
Planning Branch
From: James H. Gregson
Wilmington Regional Office
Through: Preston Howard / T. L. Bush,
Wilmington Regional Office

99V

Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Project # 9001-L
COE Public Notice CESAW-C090-N-024-0108
Mr. Eddie L. Strickland
Columbus County
PROJECT DESCRIPTION: Mr. Eddie L. Strickland has applied for a>
DOA permit to place excavated material in wetlands adjacent to
Gap Way Swamp, for the construction of a diked irrigation pond.
The project has been reviewed to determine impacts to water
quality. The following comments have been provided.
On February 15, 1990, this office requested additional
information regarding the wetland fill associated with this
project. This additional information was requested to be
submitted within 30 days. As of this date no information has
been received.
It is recommended that the 401 Certification be denied. The
project as proposed would cause to be consumed approximately 20
acres of wetlands adjacent to Gap Way Swamp. Such a proposal is
inconsistent with the "no net loss" of wetlands this division is
presently encouraging and regulating.
JHG:9001-L.MAR
cc: WiRO, CF
Jim Gregson

A pt STA? O
V
f f?
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 15, 1990
Mr. Eddie L. Strickland
Rt. 1 Box 335
Fair Bluff, NC 28439
Subject: Proposed Wetland Fill
Project No. 9001-L
Columbus County
Bob Jamieson
Regional Manager
Dear Mr-. Strickland
The Wilmington Regional Office received your COE Public
Notice on January 26, 1990. A preliminary review indicates that
a 401 Water Quality Certification will be required from our
Division due to the proposed wetland fill. A 401 certification
is required prior to issuance of a 404 permit.
Because of the many essential functions wetlands provide,
including purification of surface and groundwater, any loss of
wetlands as the result of filling activities is viewed by this
office as degradation of water quality, and potentially, a loss
of these essential functions wetlands provide.
Your project, as proposed, will result in the loss of
wetland areas. As a result, this office is requesting the
following additional information be submitted within 30 days upon
receipt of this letter: an alternate proposal that will
eliminate or reduce the proposed fill in wetland areas; or submit
an explanation of why such reductions are not possible.
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 0 Telephone [phone] Fax [phone]

Mr. Eddie L. Strickland
February 15, 1990
Page Two
Until this office receives your response, your proposal for
a 401 Certification will be considered incomplete.
Should you have any questions concerning this matter, please
contact Jim Gregson, or me at [phone].
Sincerely,
OmRmat signe.j By
PRERTON HOWAR
A. Preston Howard, Jr., P.E.
Regional Supervisor
APH:JG:trw
cc: Bill Mills
Steve Tedder
Jim Herstirie
Jeffrey Richter (COE)
Stephen Benton
WiRO, CF
i?
JY!
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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineer
(6,
Post Office Box 1890 Wilmington, North Carolina 28402-189CESAW-C090-N-024-0108

JAN
January 11, 1989
PUBLIC NOTICE
MR. EDDIE L. STRICKLAND, Route 1, Box 335, Fair Bluff, North Carolina
28439, has applied for a Department of the Army permit TO PLACE EXCAVATED
MATERIAL IN WETLANDS ADJACENT GAP WAY SWAMP TO CONSTRUCT A DIKED IRRIGATION
POND, SOUTHEAST OF FAIR BLUFF, in Columbus County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed construction of approximately 1,000 linear feet
of 10-foot-high earthen dike to encompass about 20 acres of wetlands adjacent
Gap Way Swamp. The dike is to have a bottom width of 37 feet and a top width
of 12 feet. The approximate 7,000 cubic yards of material needed to construct
the dike is to be obtained through excavation adjacent the dike alignment. A
6 to 7-foot depth-of water:.is to be maintained within the dike. The purpose
of the work is to provide irrigation for agriculture. Plans•showing the work
are included with;'this`public notice.
The State of North-Carolina will review-this public notice to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a Department of the Army permit be issued until the North Carolina
Division of Environmental Management has determined the applicability of a
Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archaeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
DD
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The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by.the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance,with Executive Order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy 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 by such permit
would not comply with the Environmental Protection Agencies' 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
determines 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 in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine 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 and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need fora public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army
permit will not be made until the North Carolina Division of Environmental
-3-
Management (DEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not 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 Department of
the Army permit serve as application to the DEM for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of tte Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North-Carolina. Copies of such materials will be furnished
to any person requesting copies upon-.payment of reproduction costs.
The North Carolina Division of Envitonmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
January 26, 1990.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management,'Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before January 22, 1990,. Attention:
Mr. William Mills:
Written comments pertinent to the proposed work, as outlined above, will`
be received in this office, Attention: Mr. Jeffrey Richter, until 4:15 p.m.,
February 12, 1990, or telephone [phone].
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COMPUTATION SHEET U. S. DEPARTMENT Op-.gGnrcLILTURE /•
SCS=ENG-513 Rev. "9 - - -- SOIL -CONSERVATION SERVICE- - -
0
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S? 3 ? 3
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AEC. 11 , l??q

?G6d
svA Describe the canned use of the project.
Please type or print. Carefully d `? .. ' r • r P
?4?
Y G ° 6 ?
ticipated development activities,,' ing consti n ; 4P u4 y G 4 .?? /
tion, excavation, filling, paving,' and Leann n ?9?0)
stormwater control. If the requested i> 6It-i ?
N/A '-'?'s
not relevant to your project, vpXq €q (not ap-l %'' AY $ ! ` ?A4
plicable). Items 1-4 and 8.9 F ,q j,AND AND WATER
Al NGT REGIONA
all projects. R C:IiARACTERISTICS
1:=APPLICANT _
a. Name 4-4d" e ?- SFr G k I ??
Address ? G
City ` r i v State A', 6,
Zip F4--9 Day phone 61r s - 7 4'?1
Landowner or Authorized agent
b. Project name (if any.
c. If the applicant is not the landowner, also give
the owner's name and address.
2. LOCATION OF PROPOSED
PROJECT
a.. Street address or secondary road number i
SR f36
b. City, town, community, or landmark
,q1r 81,4-F ,V-L,
c. County o /,v m h us
d. Is proposed work within city limits or planning
jurisdiction? /V_
e. Name of body of water nearest project
f ZP L,4 / ,? i-nq in P
3 ''DESCRIPTION AND PLANNED,
.w?.USE OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
rc?lSfra6? 4.n?c?i?der
G ~ t 5'f f 1-c -A
If you plan to build a marina, also complete
and attach Form DCM-MP-l.
b. Is the proposed activity maintenance of an ex=
isting project, new work, or both? // e Az
t,J o i' /!
c. Will the project be for community, private, or
comm cial use?
ft ,l r e
a. Size of entire tract Z0 q l , /-c s l t
b. Size of individual lot(s)
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum G PP/'° -7 .3
d. Soil type(s) and texture(s) of tract
? 6 f?A4-3 5? ?? ett (__fG
e. Vegetation on tract I ew
fhf?h S bush S -
f. Man-made features now on tract a a e
C? - a 4,C) 4 :6 4 7 ,a - ? -,
g. What is the CAMA Land Use Plan Classifica-
tion of th!eice? (Consult the local land use
plan.) C:O
reservation Transitional
Developed Community
Rural Other
h. How is tie tract zoned by local government?
i. How are a-*ent waters classified? _?
j. Has a professional archaeological survey been
carried out for the tract? IV,-
If so, by whom?
5 UPLAND DEVELO.I.
_. r:. -:max,
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels
c. Density (Give the number of residential units
and.the units per acre.)
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation 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?
f. Give the percentage of the tract within 15 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops.
is
:..J? t? .S M l (tia??
9.
h.
i.
1.
k.
1.
List the materials, such as marl, paver ston©EC 11 198%. Amount of material to be excavatedE?rom ??? ro
asphalt, or concrete, to be used for paved below water level in cubic yards 4, -
.
? M ? 12'
- + T MASTAL MAWEI??e of material
surfaces.
wll f?!I'?GT?;I`J r;LGIONALaFFIboes the area to be excavated include marsh-
If applicable, has a stormwater management land,, swamps, or other wetlands? yP-?
plan been submitted to the Division of En- e. High ground excavation, in cubic yards -
vironmental Management? f. Dimensions of spoil disposal area
Describe proposed sewage disposal and/or waste g. Location of spoil disposal area
water treatment facilities.
h. Do you claim title to the disposal area? `
Have these facilities received state or local
approval?
Describe existing treatment facilities.
Describe location and type of discharges to
waters of the state (for example V surface runoff,
sanitary wastewater, industrial/commercial
effluent, or "wash down").
m. Water supply source
n. If the project is oceanfront development,
describe the steps that will be taken to main-
min established. public beach accessways or pro-
vide new access.
o. If the project is on the oceanfront, what will
be the elevation above mean,sea. level of the
first habitable floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
T 1_1....,7 tai
If not, attach a letter granting permission from
the owner.
i. Will a disposal area be available for future
maintenance??
If so, where?
j. Does the disposal area include any marshland,
swamoland,'or water areas?
k. Will the fill material be placed below mean
high water? -
l. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material -
o. Will fill material be placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled 4 co
q. How will excavated or fill material be kept on
site and erosion co- ntrolle& -I re e t ! 4 cd
;i r t% a ?,f W16k...F
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?* rl o z e f-
4,
Will wetlands be crossed in transporting equip-
ment to the project site? If yes, explain
the steps that will be taken to lessen en-
vironmental impacts. IV 4
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
Length Width Depth
TION.--
O ADDITIONAEIEORMA
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 property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 Vz x 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel ui6miliair with the area to .the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
Name 9P, gi /I 5, Icy S tt L G k Lt /1d
Address 1 { 41 I g c y 3 32,
Name
Address
Name
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERXiI
SION TO ENTER ON LANI4-
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions 'contained in the permit.
I certify that to the best of my knowledge, the pro-
posed 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 further 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 ap-
plication and follow=up monitoring of project.
This is the 7 day of &Z
19?.
X
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Carps of Engineers. See the
map on the inside:. front cover for the appropriate
DCM office and amber.
y tw.
DEC 1 1 1°R;

GA0068 SO I L I NTERPRE T AT I ONS RECORD
MLRA(S)1 153A, 1530
REV. RLW,TRG, 10-86
TYPIC ALBAOUALFS, FINE, MIXED, THERMIC
THE MEGGETT SERIES CONSISTS OF POORLY DRAINED, NEARLY LEVEL SOILS IN THE LONER COASTAL PLAINS. IN
PROFILE, THESE SOILS HAVE A DARK CRAY FINE SANDY LOAM SURFACE LAYER, ABOUT 5 INCHES THICK, AND A
SUBSURFACE LAYER, ABOUT 3 IN. THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 65 IN. THE UPPER 8 INCHES
STRONG BROWN SANDY CLAY, BETWEEN 16 AND 43 INCHES IS MOTTLED CRAY AND STRONG BROWN CLAY, THE NEXT
OLIVE CRAY CLAY, BELOW TO A DEPTH OF 65 INCHES 15 CRAY SANDY CLAY. SLOPES RANGE FROM 0 TO 3 PERCE
1011.)1 USDA TEXTURE i UNIFIED I AASHTO 03 INI THAN 3" PASSING SIEVE N0. I LIMIT ITICITYI
(INDEX I
I
i I I 1 -
I PCT I
_
- I
I - LS--- 1514
CL IHL, CL-HL, CL
1 0-8 IL - A-4
IA-4, A-6 U I Ivu 95-100 50-85
1 0 1 100 95-100 85-100 55-60 1 20-40 1 5-15 1
,
1 8-161C, SC, CL ICH, MH, CL IA-6, A-7 1 0 1 100 90-100 75-100 51-90 1 30-60 111-30 1
1 0 1 100 90-100 75-100 51-90 1 35-65 111-30 1
116-521C, SC, CL ICH, MM, CL
152-651SC, SCL, C ISC, SM, ML, MH IA-6, A-7
IA-4, A-6, A-7 I 0 190-100 65-100 50-100 36-90 1 30-60 1 7-25
1
165-721SR-S-C I I 1
1
I(IN.)I(PCT)I DENSITY 1 BILITY IWATER CAPACIT YIREACTIONI(MMHOS/CM )) SWELL I FACTORS I EROO. I MATTER 1 I
TT
-
1 1 1 (G/CM3) 1 (IN/HR) 1 (IN/IN 1 (PH) I
N - - I
T=IGROUPI (PCT) 1 STEEL ILUNCRE
IPOTENTIALI

I -
I - - - -
1 0-8 115-2511.20-1.40 1 0.6-2.0 1 0.15-0.20

I
14.5-6.5 1 -

I LOW 1.281 5 1 - 1 2-8 1
1 8-16130-6011.45-1.60 10.06-0.2 1 0.13-0.18 15.1-8.4 1 - 1 MICH 1.321 1 1 1
116-52135-6011.50-1.75 10.06-0.2 1 0.13-0.18 16.1-8.4 1 - I MICH 1.321
152-65125-5011.40-1.60 10.06-0.6 1 0.12-0.18 16.1-8.4 1 - IMODERATE 1.281
1 1
165-721 1 1 1 1 1 1
1
i IGRPI FROST I
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1
1 I (FT 1 1 I IN
' 1 1 (IN)) IIQ!)IQN) 1 1 ACTION
1
SANITARY FACILITIES (8) CONSTRUCTION MATERIAL
1 1 t1U:VC,iNKG: JGYCRC-nCInWJ,r ???... •• •• ---' - --- --- I
,SEPTIC TANK I COMMON: SEVERE- FLOOD I NG,WETNESS, PERCS SLOWLY((
I ABSORPTION 1 11 ROAOFILL 1 1 &
1 FIELDS 1 11 1 1
I I 11 I i
I
1 ; 5EVLRE-WETNF-55 - I
I SEWAGE I COMMON: SEVERE -FLOOD ING,WETNESS 11 1 1
I LAGOON I 11 SAND
I AREAS I to 1 I
- i- 11 1 _
i" SANITARY COMMON: SEVERE-Fl00D1NG,NETNESS,TOO CLAYEY 11
1 LANDFILL 1 11 GRAVEL. F
;. I.. (TRENCH)
,,
i
I 1 ?.
__ 11' I
It - 1
I
1 SANITARY 5LVhRL-WtINtbb
1 CONMONe SEVERE- FLOOD I NG,WETNESS 11 1 i
1 LANDFILL 1 11 TOPSOIL 1
1 (AREA)
I I
I 11
II I
i
WATER MANAGEMENT (8)
DAILY I
-
MODERA I t-bE _
COVER FOR 1 I
11
11 POND 1 1
LANDFILL
1 1
i
11 RESERVOIR 1
I
I) AREA (

BUILDING SITE DEVELOPMENT 8
it 1
WEINE55
SEVERE- HARD TO PACK 1
1
1
i SHALLOW I ,
11
IIEMBANKMENTS 1
(EXCAVATIONS I Al DIKES AND I I
II LEVEES I
11 1
I
I
i DWELLINGS 1

I RARE,COt*MN: SEVERE-FL000ING,WETNESS,

11 EXCAVATED 1 1
I
1 WITHOUT I SHRINK-SWELL 11 PONDS 1
IIAOUIFER FED 1 I
1 BASEMENTS 1
I
11 I 1
I

1 DWELLINGS
bhVERL-WtlNLSS,SHR -
C(MON: SEVERE- FLOOD I HG,WETNESS,
1 RARE

11 1 COMMON: PERCS SLOWLY,FLOODING 1
I WITH ,
I SHRINK-SWELL 11 DRAINAGE I 1
BASEMENTS 1
1 11 1
11 1
I
I
I NONE: - , -
NETNESS
COKMON: SEVERE-FLOODING
1 RARE
It I THWESS,PER
11 1 LS:,WETNESS,FAST INTAKE,PERCS SLOWLY 1
,
,
,
SMALL
I COMMERCIAL I SHRINK-SWELL II IRRIGATION 1 I
BUILDINGS
I 1
1 11 1
11 1 1
1 -a - ,
FLOOD INGII TERRACES
WETHESS
SEVERE- SHRINK-SWELL
M
N
I LOCAL ,
,
:
O
I COM 11 AND I
I ROADS AND 1 11 DIVERSIONS I
i STREETS 1
1
11 1 1
I
1 -
ILANOSCAPING I FRED: SEVERE-WETHESS,FLOODING

11 GRASSED I I
AND GOLF 1 11 WATERWAYS (
I FAIRWAYS 1 11 1
- L. ,
1 w

i I
1 I ?F1^ 1 (,
1 ??
57
MECCETT SERIES
A REPRESENTATIVE
CRAY FINE SANDY LOAM
13 MOTTLED GRAY AND
9 INCHES 13 EIGHT
MEGCETT SERIES
• GA0068
1 RECREATIONAL DEVELOPMENT 8)
I 1 RARE,COMMON: SEVERE-FLOODING WETNESS
I CAMP AREAS I r 11 1 FREOt SEVERE-WETNESS, FLOODING I
I I I I PLAYGROUNDS 1
1 I II I I
t 11 I f
11 I
;PICNIC AREAS; 11 PAND 1
I I II TRAILS I 1
11 1 _- t
CAPABIL
I
1
1
I
IOCCAS,FREO 16x 1 1- 1 1- 1 I I 1 1 1 1 I T
IDRAINED 1 3x 1 1 100 1 1 5o 1 110.0 1 1 I I 1 I t 1 1 I
1 I I 1 1 1 1 1 1 1 I 1 1 t 1 I I 1
I I I 1 1 I 1 1 1 I 1 1 1 I 1 I I 1
I t I I 1 t 1 I I I 1 I I 1 I 1 1 I
1 I I I I t 1 1 1 1 1 1 1 1 I 1 1 I
I I 1 I I 1 I 1 I I I I I I 1 I I i
I I I I• 1 1 I 1 I I 1 I I 1 I I I I
t I I 1 I 1 I 1 1 I 1 1 1 1 1 1 1 I
1 I 1 1 1 1 1 1 1 1 i 1 1 I 1 1 I 1
I 1 I 1 t t I I I I I 1 f I 1 I I 1
DETERMINING ISYMI -- -"` . rvicnitAL rnvutn 11v11T. 1 t
I PHASE
IALL I 114A7ARDILINIT.IMORT'YIHAZAROICOMPETI 1 TREES TO PLANT

IINOZICLASI I
t

I ( 1 I ( I
(
I I 1 1 IIUU 113 15LASH PINE
(LOBLOLLY PINE 1100 111 ILOSLOLLY PINE j

I 1 1 IPONO PINE 175 1 1 I

1
I t I t 1 1 1 1 1 I
1 1 I 1

1
I.
1 I I I 1 I
I 1 I t 1 I' I
1 1 1 I I
1

I
t
1 I I 1 1 1
1 1 1 I I I 1 1 1 i
1 1 1 I I
1 1 I t

I
1 I I 1 1 1 I
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1
1
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1 1 1 1 1
1 1 1 1 1 1 1 1 1 I
1 1 t 1 I

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? I 1 1 I
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1 t l I I I I
WILE)LIFL HABITAT i t 1 1 I t
--

1
CLASS- 5UI
, YABILITY
(Uj
( DETERMINING I 1
1 PHASE
1 1 SEED ILEGUME I HERB. 1 TREES IPLANTS I ;PLANTS 1 WATER IWILDLF IWILDLF IWILDLF IWILDLF I
IOCCAS,FREO
(DRAINED 1 POOR I FAIR 1 FAIR I FAIR 10000 1
I WOO 1 GOOD I GOOD 1 FAIR 16000 I - i 0000 I GOOD i FAIR 1 0000 I GOOD I 1

I
1 1 1 1 1 - 1 0000 1 6000 1 0000 I GOOD 1 0000 1 I

I 1
1 I I 1 1 I 1 1 1 1 1 1 i
I 1

I
I I I I t I 1 1 1 I 1
• I 1 f 1 1 1 I
1
1 COMMON PLANT MANE (SYMBOL i
(NLSPN I I t. I 1 I
(HAIRY PANICUM I PAANR 1
I
(
IPANICUN
1 PANIC 1 1 I 1 i
I 1

;SOUTHERN BAYBERRY
1 MYCE 1 I I I

(LITTLE BLUESTEM

( I I t 1

t
IRED MAPLE I ACRU I
I ( I 1
I
ICABBACE PALM 1 SAPA ( I 1
IINKBERRY 1 ILGL I i f I
I
1 1 1 1
I I I I t
I i
I I I I
1 1 I I i I I j

t
I 1 i ?
I I i ? ? 1 I
I I I I
1 FAVORABLE YEARS 1
NORMAL YEARS I i

UNFAVORABLE YEARS 1 j
1 1
I I 1 1
A ESTIMATED ENGINEE RING PROPERTIES BASED ON TEST DATA OF 3 PEDONS IN GEORGIA
NORTH CAROLINA
AND

B RATINGS BASED ON
NSH-PART 603. ,
,
SOUTH CAROLINA.
C BASED ON SOIL SURVEY INTERPRETATIONS FOR WOODLAND, PROGRESS REPORT W-16
JAN. 1970

0 WILDLIFE RATINGS
BASED ON SOILS MEMORANOUM-74, JAN. 1972. ,
.
(.LADY
DETERMINING
PHASE
I BILITY 1
I 1
1
I
1
COLUMBUS COUNTY, NORTH CAROLINA USDA-SCS
4-84
S O I L I N T E R P R E T A T I O N S R E C O R D
JO JOHNS FINE SANDY LOAM, RARELY FLOODED
THE JOHNS SERIES CONSISTS OF NEARLY LEVEL, SOMEWHAT POORLY TO MODERATELY WELL-DRAINED SOILS ON STREAM TERRACES AND
UPLANDS OF THE COASTAL PLAIN. IN A REPRESENTATIVE PROFILE THE SURFACE LAYER IS DARK GRAY LOAMY SAND ABOUT 8 INCHES
THICK, THE SUBSURFACE LAYER IS VERY PALE BROWN LOAMY SAND 7 INCHES THICK, THE SUBSOIL, TO A DEPTH OF 32 INCHES IS SANDY
CLAY LOAM. IT IS LIGHT YELLOWISH-BROWN IN THE UPPER PART AND BROWNISH-YELLOW MOTTLED WITH GRAY IN THE LOWER PART. THE
UNDERLYING LAYER TO 60 INCHES IS LIGHT GRAY_SAND.
I(IN.)I USDA TEXTURE I UNIFIED 1 AASHTO 113 INI THAN 3" PASSING SIEVE NO. I LIMIT ITICITYI
I I (
F I
SM-sc IA-2
A-4
S I(PCT)1
I _5 I 4 1 10 1 40 1 200 _
0-98 -
- 1 IINDEX
1 O-1OIFSL
110-38ISCL, SL, CL ,
ISC, ,
c,
SM-SC, CL, CL-MLIA-2, A-4, A-6, A-7 1 0 1 IOU 95
100 1
100 95-100 60-98 30-65 1 20-45 1 5-25 1
138-8015, LS, COS
1 I
I I ISM,
i
I SP-SM, SP IA-2, A-3
i
1 1 0 195-100 95-100 51-90 4-25
I I
1 ( 1 - I IP i
i I 1
I I i
I I I i I I i I I
I
I(IN.)I(PCT)I DENSITY I -
BILITY SHRINK
IWATER CAPACITYIREACTIONI(MMHOS/CM)I SWELL -
IFACTORSIEROD.IMATTER I I
I
G/CM3)
I I I
T-5=f _ IN/
R) I
45 (IN/IN) I(PH)
IPOTE?TpI rl?rTiCROUPI (PCT) I
•
I ?Ta
110-38118-3511.40-1.60 1 b
0.6-2.0 05
1 0.12-0.15 14.5-5.5 1 - I LOW 1.241 1 1 1
138-801 2-1011.60-1.75 1
I I I
I 1 I I 6.0-20 1 0.03-0.06 14.5-5.5 1 -
I 1 I
I 1 I 1 LOW
I
1 1.101 1 1 1
I I
I I
SANITARY FACILITIES
-
I F CONSTRUCTION MATERIAL
AIR-WETNESS
I
(SEPTIC TANK I II I i
1 ABSORPTION 1 II ROADFILL I I
I FIELDS I
1 1 11 1
11 1 I
I
I S

SEWAGE 1' EVERE-SEEPAGE,FLOODiNG,WLTNESS 11 1 P

11 1 ROBABLE
1
i
I LAGOON I II SAND 1 1
1 AREAS I.
1 II I
II I 1
i
1
_ J1 ..SANkTARY I: , ,
_II 1
. LANDF I'LL I GRAVEL ,. ;L, I
(TRENCH) I
I
II
I
1 SANITARY I - , F
It I AIR-THIN 1
LANDFILL 1 II TOPSOIL
1 (AREA) I 11 1
II i 1
1
1 1
1 DAILY 1 - , 0 SANDY it
11
WATER MANAGEMENT
COVER FOR 1 11 -
I LANDFILL 1 II POND
1 II RESERVOIR i
11 AREA 1 I
BUILDING SITE DEVELOPMENT
ANK 11 1
S 1
EVERE-SEEPAGE
PIPING
WETNESS I
I
I SHALLOW I SEVERE- CU I B
S , IIEMBANKMENTS 1 ,
,
I
(EXCAVATIONS 1 11 DIKES AND I I
I 1
I 1 11 LEVEES I
II 1 1
1
I
I DWELLINGS 1 SEVERE- FLOOD ING 11 1
11 EXCAVATED I -
I
I WITHOUT I It PONDS 1 1
1 BASEMENTS I.
I 1 IIAQUIFER FED I
II 1 I
1

DWELLINGS I - ,
11 1 i
i
I WITH 1 11 DRAINAGE I 1
1 BASEMENTS 1
1 11 1
11 1 I
I

I SMALL 1 SEVERE- FLOOD ING 11 1 W

II 1 ETNESS
1
I COMMERCIAL 1 11 IRRIGATION 1
I BUILDINGS I
1 1 It I
11 1 I
I

I LOCAL 1 MODERATE-WE
II TERRACES I ,
I
I ROADS AND 1 it AND I 1
STREETS 1 11 DIVERSIONS 1 ,,?-,. -.-- -.w....
I LAWNS, I MODERATE-WETNESS I I I YAVUKAbLt
(LANDSCAPING 1 11 GRASSED I
I AND GOLF I It WATERWAYS I I
I FAIRWAYS 1 11 1
1 I I I_-

f - 1
?JO JOHNS FINE SANDY LOAM, RARELY FLOODED USDA-SCS
a-ea
RECREATIONAL DEVELOPMENT
I I-SEVERE--FLODDI NG II t MUUtKAit-wtiNtba i
I I II I I
I CAMP AREAS I 11PLAYGROUNDS I i
I I II I I
.I I II I 1
MODERATE-WETNESS MODERATE-WETNESS
I 1 II PATHS 1 1
IPICNIC AREASI it AND
1 I II TRAILS I I
1 I II i I
CAPABILITY AND YIELDS PER ACRE OF CROPS AND PASTURE (HIGH LEVEL MANAGEMENT)
I NAPA-"I- COTT SOYBEANS PASTURr-I
i I BILITY i LINT I I I I ILEGUME HAY I I
I I i LBS I BU) I BU) I LBS I BU I (TONS) 1 Al1M I
HR. 1 I I
f 1
1 I i I 1 I I I i I I I I i t I 1 I
1 1 1 I I I I I I I I 1 I I t I I I
I - 1 I 1 I I I I 1 I ( I I I 1 1i
I I i i I 1 1 I I 1 I 1 I I I I i I
I i I 1 I I I 1 I I 1 I I I I I I I
I ? 1 I I 1 1 I I I 1 I I I I I I f 1
1 i I i I I I I I I i I 1 I I I I I
1 I I 1 I I I I I 1 I I I I I 1 1. 1
1 I I 1 I 1 I I I 1 1 1 I I 1 I t 1
1 I I i I 1 I I I 1 I I I I I I i 1
i I I I I 1 I I I I I I I I I i I 1
1
1 I 1 1 I I I I 1 I_
1 I I 1 1 1 i l ? 1 1
_ I i I I 11 t 1
WILDLIFE HABITAT SUITABILITY
POTENTIAL FOR HABITAT ELEMENTS I POTENTIAL AS HABITAT FOR: I
I
I I SEED (LEGUME I HERB. I TREES [PLANTS I IPLANTS I WATER IWILDLF IWILDLF IWILDLF IWILDLF I
i _
I FAIR I GOOD I GOOD I GOOD I GOOD I -. I POOR -
I 1 I I I 1 1 i. I I 1 I I
l I I 1 ? 1 I I t I I I 1 1
I 1 I 1 I i ? I 1 1 I I I 1 I
• I 1 I I I t 1 1 I 1 1 I I
i -•-? I I I I 1 1 1 I I I 1
POTENTIAL NATIVE PLANT COMMUNITY (RARGELAND OR FOREST UNDERSTORY VEGETATION)
I COMMON PLANT NAME I SYMBOL I • 1
I 1 (NLSPN I I I I I I
I I
(FLOWERING DOGWOOD I COFL2 1 1 I I 1 [
IBLUERIDGE BLUEBERRY i VAVA 1 I 1 I I
IGREENBRIER I SMILA2 1 I i I I 1
(COMMON PERSIMMON i DIV15 1 I I I 1 i
I ? I I I I i 1 I
I I t I 1 I I I
i i I I i I i I
I 1 I 1 1 1 I I
1 I I I 1 I I I I
I I I I 1 I I I
i I I 1 I I 1 I
I t 1 I i
I I I I I I I I
i I I I I I I I
I POTENTIAL PRODUCTION (LBS.IAC. DRY WT): I
FAVORABLE YEARS I I
i NORMAL YEARS I I 1 1 I I'
t UNFAVORABLE YEARS I I I I I 1
* SITE INDEX IS A SUMMARY OF 5 OR MORE MEASUREMENTS ON THIS SOIL.
r
ThiS ?y ena ra by C. _ rrea Williamson. Attc,rney
' y?'t•rnment c, -- --
el( '?S- 71 . ?19-0
BOOK .369 PAGE 596 I'?' :1 Z?M
ARRANTY DEED-Printed and for sale by The News Reporter Co., VljhkgvjQg
-? .. • ..rm.ty RFtt. Of DEEDS
CULUM'
Slate Of North Carolina .......... Q91-VIR us .................................. County
THIS DEED, Made this .....,21th ............. day of......... 1,`LAY0.110 X........................................, A.D., 19..$.5.....
b LEO LOVETT and wife, FRANCES J. LOVETT
.............................................................................................................................................................................
o Columbus . County and State of North Carolina, hereinafter, whether one or more
L
rsons, referred to as parties of the first pact, to ..... P.P.I.r...X+.?....tS..??tI.C.?CLAI?jD.. a}7d„Wi fg,r,,,.,,,,..,,,,,,,
4
$Wll 1
ALLYSOU STRICKLAND
................................................ .................................................... ...........................................................................................
Columbus and State of North Carolina, hereinafter, hwhether one or more
of ............................................................ County , w
persons, referred to as parties of the second part.
WITNESSETH, That said parties of the first part, in consideration of ....TEN DOLLARS AND 0TH ER
...................................................
NA,QUA,DIF...?? `I$IDERATIONS.-...--- ...--.-.-...----- ---------- - ----
DOLLARS, to them paid by said parties of the second part, the receipt of which is hereby acknowledged, have bargained
-and sold, and by these presents do hereby grant, bargain, sell and convey to said parties of the second part, their heirs and -
Fair Bluff
assigns, a certain tractor parcel of land` n ........... . ., ., ». ......................... `........: .Township, : .I
Col.umb.... u.s ............................................... County, State of North Carolina, and bounded and described as follows,
..............
viz:
That certain tract of.land lying in Fair Bluff Township, Columbus
County, North Carolina, said tract containing 211.84 acres,
more or less (by D.M.D.) said tract being fully set forth and
delineated upon a plat for Eddie Lascoe Strickland dated November
27, 1985, prepared by Clarence Hall, Jr., Registered Land
Surveyor, which plat is hereby incorporated by reference for
na.-+-; r„i ari tv of descrintion'.

?EN? Of j
P
A
N O
A
r ?V
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
February 8, 1990
Lieutenant Colonel Thomas C. Suermann
District Engineer
U.S. Army Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Dear Lieutenant Colonel Suermann:
According to the Public Notice, the applicant proposes to construct a.-
1,000-foot long 10-foot high earthen dike to encompass approximately 20
acres of wetlands adjacent to Gap Way Swamp. The dike would have a bottom
width of 37 feet and a top width of 12 feet. A 6 to 7-foot water depth
would be maintained within the dike. The purpose of the project is to
provide irrigation for agriculture.
12 1990
DIV. OF ENVIRONMENTAL MANAGEMENT
Raleigh, NC
This is the report of the U.S. Fish and Wildlife Service and the Department
of the Interior on the permit application by Mr. Eddie L. Strickland to
construct a diked irrigation pond in wetlands adjacent to Gap Way Swamp in
Columbus County, North Carolina (CESAW-CO90-N-024-0108). It is submitted
in accordance with provisions of the Fish and Wildlife Coordination Act, as
amended (16 U.S.C. 661-667e), and Section 7 of the Endangered Species Act
of 1973,' as amended (16 U.S.C. 1531-1543). It is to be used in your
determination of 404(b)(1) compliance (40 CFR 230) and your public interest
review (33 CFR 320.4) as it relates to protection of fish and wildlife
resources.
A Service biologist, accompanied by the North Carolina Wildlife Resources
Commission's District 4 Wildlife Biologist, visited the proposed work site
on January 26, 1990. Based on observations made during that visit, the
proposed project would result in the direct loss of a significant amount of
high quality palustrine emergent seasonally flooded marsh wetlands. The
work site is an area of the Gap Way Swamp floodplain. The site apparently
was cleared and became revegetated with marsh plant species. Predominant
vegetation on the site includes a patchy mixture of cattail (Typha
latifolia), soft rush (Juncus effusus), unidentified rushes (Juncus sp.),
bushy bluestem (Andropogon glomeratus), eastern false-willow (Baccharis
halimifolia), southern bayberry (Myrica cerifera) and blackberry (Rubus
sp.). Habitats adjacent to the project site include the wide corridor of
palustrine forested, seasonally flooded, gum-cypress wetlands of Gap Way
Swamp. Included within the project site, there is a small irrigation pond
approximately 1,000 square feet in surface area. The shoreline of the pond
is well-vegetated with shrubs and emergent marsh vegetation.
Wetlands at the project site are high quality habitat for a variety of
wildlife species. Waterfowl, wading birds, songbirds, raptors, small
DEm- ??
_.
mammals, furbearing mammals, deer and a number of reptilian and amphibian
species typically use such habitat. The site's wetlands also mitigate
flood damage downstream by storing and slowly releasing floodwaters. These
wetlands also perform an important water quality protection function by
filtering pesticides and nutrients from agricultural runoff from sources on
the applicant's property and from sources upstream. This function is
important to maintaining the water quality of the Lumber River downstream,
which is a State-listed Wild and Scenic River in North Carolina. The
wetlands of the Gap Way Swamp, its tributaries and the Lumber River provide
important travel corridors for wildlife within the area's upland
agricultural landscape.
The Service considers wetlands, such as those in the project area, as
habitat of high value to wildlife species which is relatively scarce or
becoming scarce on a national basis or in this ecoregion. The Service's
Mitigation Policy (Federal Register 46(15): 7644-7663, January 23, 1981)
for such habitat calls for no net loss of in-kind habitat value. After
minimizing losses of such habitat, the unavoidable losses should be
replaced with similar habitat values so that populations of the species
associated with the habitat will remain relatively stable in the area over
time. Specific ways to achieve this include: 1) physical modification of
replacement habitat to convert it to the same type lost; 2) restoration or
rehabilitation of previously altered habitat; 3) increased management of
similar replacement habitat so that the in-kind value of the lost habitat
is replaced; or 4) a combination of measures.
..In consideration of the value of the project area to fish and wildlife, we
conclude that the impacts associated with this project will result in
significant adverse alteration and elimination of important public trust.
resources. The Service also believes that the proposed work, if
authorized, would be contrary to the U.S. Environmental Protection Agency
Guidelines for specifications of Disposal sites for Dredged or fill
material (Federal Register 45(249): 85344-85357, December 24, 1980) which
state that fill shall not be placed in wetlands when alternatives exist.
The Service believes that for the proposed project , alternative means are
available that would not require the discharge of fill in wetlands.
Accordingly, in order to effect fish and wildlife conservation and fulfill
the public trust in this matter, it is the Service's recommendation that a
Department of the Army permit not be issued for this project.
As shown on the enclosed page, the federally-listed endangered Cooley's
meadowrue exists in Columbus County. The legal responsibilities of a
Federal agency under Section 7 of the Endangered Species Act of 1973, as
amended, were detailed in material sent to you previously. If you would
like another copy of this material, or if you have questions, please
contact the Service's Raleigh Field Office at 919/856-4520 (FTS 672-4520).
The Service appreciates the opportunity to provide conservation
recommendations on this project. We would be pleased to meet with you,
!F`y ` _r
your staff, or the applicant to discuss our concerns. Please advise us of
any action taken by your office in this matter.
Sincerely yours L.K. Mike Gantt
Field Supervisor
Enclosure
Tt
40
REVISED SEPTII?ER 11, 1989
Columbus County
?bee? eeekedeel iiese*ee}Eer (Pieeides^bcr flai.) E
Cooley's meadowrue (Thalictrum cooleyi) - E
There are species which, although not now listed or officially proposed for
listing as endangered or threatened, are under status review by the
Service. "Status Review" (SR) species are not legally protected under the
Act, and are not subject to any of its provisions, including Section 7,
until they are formally proposed or listed as threatened or endangered. We
are providing the below list of status review species which may occur
within the project area for the purpose of giving you advance notification.
These species may be listed in the future, at which time they will be
protected under the Act. In the meantime, we would appreciate anything you
might do for them.
Waccamaw killifish (Fundulus waccamensis) - SR
Savannah shore mussel (Carunculina pulls) - SR
Waccamaw spike (Elliptio waccamawensis) - SR
Waccamaw lance pearly mussel (Elliptio sp.) - SR
Pee Dee lotic crayfish (Procambarus lepidodactylus) - SR
Resinous thoroughwort (Eupatorium resinosum) - SR
Sarvis holly (1163c amelanchser) SR
Carolina grass-of-parnassus (Parnassia Caro lin ana) - SR
Spring-flowering goldenrod (Soli o versa) - SR
Wireleaf dropseed (Sporobolus teretifolius) - SR
Rafinesque's big-eared bat (Plecotus rafinesquii) - SR
Harper's fringe-rush (Fimbristylis perpusilla) - SR.
r? .,
dar?STA? o-
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
January 18, 1990
Mr. R. Paul Wilms, Director
Water Quality Section
Division of Environmental Management
Raleigh, North Carolina 27611
Dear Mr. Wilms:
Willian W. ccbey, Jr., Secretary
<
tl4l?
gar ry ,`d
4?.G dnoh .t,_
The attached U. S. Army Corps of Engineers Public Notice No. 0108 dated
1/11/89 describing a project proposed by Mr. Eddie L. Strickland
is being circulated to interested state agencies for comments on applicable
Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by 2/7/90
Very sincerely,
John R. Parker, Jr.
404 Coordinator
REPLY This office objects to the project as proposed.
Comments on this project are attached.
This office supports the project proposal.
No comment.
Signed
JRP:jr/aw
Date
Agency
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer
f
A ?,?. SfATp °
Gunn
t
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
January 18, 1990
w ian W. coley, jr., se=etary
Mr. R. Paul Wilms, Director
Water Quality Section
Division of Environmental Management
Raleigh, North Carolina 27611
Dear Mr. Wilms:
The attached U. S. Army Corps of Engineers Public Notice No. 0108 dated
1/11/89 describing a project proposed byMr• Eddie T-.S'i=rickland
is being circulated to interested state agencies for comments on applicable
Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by 2/7/90
Very sincerely,
John R. Parker, Jr.
404 Coordinator
REPLY This office objects to the project as proposed.
Comments on this project are attached.
This office supports the project proposal.
No comment.
Signed
Date
Agency
JRP:jr/aw
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer
a • ta '?

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
CESAW-C090-N-024-0108 January 11, 1989
PUBLIC NOTICE
MR. EDDIE L. STRICKLAND, Route 1, Box 335, Fair Bluff, North Carolina
28439, has applied for a Department of the Army permit TO PLACE EXCAVATED
MATERIAL IN WETLANDS ADJACENT GAP WAY SWAMP TO CONSTRUCT A DIKED IRRIGATION
POND, SOUTHEAST OF FAIR BLUFF, in Columbus County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed construction of approximately 1,000 linear feet
of 10-foot-high earthen dike to encompass about 20 acres of wetlands adjacent
Gap Way Swamp. The dike is to have a bottom width of 37 feet and a top width
of 12 feet. The approximate 7,000 cubic yards of material needed to construct
the dike is to be obtained through excavation adjacent the dike alignment. A
6 to 7-foot depth of water is to be maintained within the dike. The purpose
of the work is to provide Arrigation for agriculture. Plans showing the work
are-included-wit h:this.publte notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a Department of the Army permit be issued until the North Carolina
Division of Environmental Management has determined the applicability of a
Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archaeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
R' AF ? R

-2-
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order
11988), land use, navigation, shore erosion and accretion, 'recreation, water
supply and conservation, water quality, energy 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 by such permit
would not comply with the Environmental Protection Agencies' 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
determines 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 in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine 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 and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army
permit will not be made until the North Carolina Division of Environmental
It 0 * 'r
9a
-3-
Management (DEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not 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 Department of
the Army permit serve as application to the DEM for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Environmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
January 26, 1990.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh„'
North Carolina 27611-7687, on or before January 22, 1990, Attention:
Mr. William Mills.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeffrey Richter, until 4:15 p.m.,,
February 12, 1990, or telephone [phone].
a
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-AWL
U. S. DEPARTMENT OF AGRICULTUR - " M
SOIL CONSERVATION SERVICE

y
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14
S 3 aF 3
COMPUTATION SHEET
SCS-ENG-523 Rev. 8-69

CA ? ? Jr /yam
JAN , 9?
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineer
Carr,,; .,. ??
Post Office Box 1890
Wilmington, North Carolina 28402-1890
CESAW-C090-N-024-0108 January 11, 1989
PUBLIC NOTICE
MR. EDDIE L. STRICKLAND, Route 1, Box 335, Fair Bluff, North Carolina
28439, has applied for a Department of the Army permit TO PLACE EXCAVATED
MATERIAL IN WETLANDS ADJACENT GAP WAY SWAMP TO CONSTRUCT A DIKED IRRIGATION
POND, SOUTHEAST OF FAIR BLUFF, in Columbus County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed construction of approximately 1,000 linear feet
of 10-foot-high earthen dike to encompass about 20 acres of wetlands adjacent
Gap Way Swamp. The dike is to have a bottom width of 37 feet and a top width
of 12 feet. The approximate 7,000 cubic yards of material needed to construct
the dike is to be obtained through excavation adjacent the dike alignment. A
6 to 7-foot depth of water is to be maintained within the dike. The purpose
of the work is to provide irrigation for agriculture. Plans'showing the work
are.:included with .this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a Department of the Army permit be issued until the North Carolina
Division of Environmental Management has determined the applicability of a
Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archaeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.

-2-
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance. with Executive Order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy 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 by such permit
would not comply with the Environmental Protection Agencies' 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
determines 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 in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine 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 and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army
permit will not be made until the North Carolina Division of Environmental
q

-3-
Management (DEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not 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 Department of
the Army permit serve as application to the DEM for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of tie Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Environmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
January 26, 1990.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,,
North Carolina 27611-7687,.on or before January 22, 1990, Attention:
Mr. William=-Mills.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeffrey Richter, until 4:15 p.m.,
February 12, 1990, or telephone [phone].
J .,
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COMPUTATION SHEET
SCS-ENG-523 Rev. 8-69
7
17P j4
U. S. DEPARTMgWC Q& AGRICULTURE *,
SOIL- CONSERVATION SERVICE - ~
F
///y?t,tt?lttttttrt,Ni??t?.r?.?r »»
?N?T 3 c? 3

-4
...,»,,
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
January 3, 1990
IN REPLY REFER TO
Regulatory Branch 5 6
SUBJECT: File No. CESAW-C090-N-024-0108
e,
6)?
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
Enclosed is the application of Mr. Eddie L. Strickland for Department of
the Army authorization and a State Water Quality Certification to place
excavated material in wetlands adjacent Gap Way Swamp to construct an
irrigation pond near Fair Bluff in Columbus 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 may be 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, 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 by March 5, 1990, the District
Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Jeffrey Richter, telephone
[phone].
Sincerely,
e Wr ht
Actin Chief,. Regulatory Branch
Enclosure
Am

-2-
Copy Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
tipJ.
1'le Describe the planned use of the project.
?`e type or print. Carefully
ticipated development activities, mg cons
tion, excavation, filling, paving, and n .1 4` c sP +? y G f i!c /
)
stormwater control. If the requested it4t6lxn?ti •e e e d /17 Q ,,O
?
1199
not relevant to your project, wf NIA (not ap-;?
piicable). Items 1-4 and 8-9 I OI P OR RREGGIIONAP A? `GE SM
'LAND-AND WATER
,4
all projects... C:C:TSTICS
1 APPLICANT -?-- . a. Size of entire tract zc 4 ?? /-mss=
/, `e L- Sfr, Gk I // b. Size of individual lot(s)
a. Name - c. Elevation of tract above mean sea level or Na- , i
-4 4- 4 Address c tional Geodetic Vertical Datum 4e4^-X.-7_3
City a r r !v?' State ?? G ? d. Soiltyp e(s) and texture(s) of tract
Zip ? a??j9 ? Day phone ? s ' 7 i??1 36 ,fa h 4.3 L5k. ,r7 /n e:aett rSG•
Landowner or Authorized agent e. Vegetation on tract & 11Jo 2e,?( i P*!
b. Project name (if any) th?o?s 5 bash s
f. Man-made features now on tract ? ? e-- -S-?Q<l
c. If the applicant is not the landowner, also give ??, -e, .2 S Pa.?d
the owner's name and address. g. What is the CAMA Land Use Plan Classifica-
tion of the it e7 (Consult the local land use
plan.)
nervation Transitional
Developed Community
2. LOCATION OF PROPOSED Rural Other
PRE h. How is the tract zoned by local government?
i. How are adjacent waters classified? =
-a. . Street .adess . orz secondary road number j. Has a professional archaeological survey been
?,..,
.? ca=ned _.out for the ° tcaetl-=__A!`a,=- - .;
b. City, town, community, or landmark If so, by whom?
Sir 81,4 N'=6.
c. County o 1-a m h v S ??,(. "
??]?LOi ~ ,, aL
• _ ""
d. Is proposed work ?/within city limits or planning UPLAND Dim ?
jurisdiction?
e. Name of body of water nearest project Complete this section if the project includes any
f upland development.
a. Type and number of buildings, facilities, or
3 DESCRIPTION AND. PLANNED, structures proposed
,::w=USE OF PROPOSED PROJECT
b. Number of lots or parcels
a. Describe all development activities you propose c. Density (Give the number of residential units
(for example, building a home, motel, marina, and the units per acre.)
bulkhead, or pier).
Go 4 Sf r v G f .nOo &nd e_l d. Size of area to be graded or disturbed
?PC-Ad £Gf• ?t tSgflG/1
e. If the proposed project will disturb more than
one acre of land, the Division of Land
If you plan to build a marina, also complete Resources must receive an erosion and sedimen-
and attach Form DCM-MP-Z. tation control plan at least 30 days before land
b. Is the proposed activity maintenance of an ex- disturbing activity begin. If applicable, has a
istmg project, new work, or both? Ay ek sedimentation and erosion control plan been
w o t- & submitted to the Division of Land Resources?
c. Will the project be for community, private, or
comm cial use? f. Give the percentage of the tract within 75 feet
r l a ? l e of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops.
1
E
9.
h.
i.
. N k?y 9?,YY1:I: ilk ? p ?{ .
List the materials, such as marl, paver stonQEC 1.1 198b. Amount of material to be excavated from
'asphalt, or concrete, to be used for paved below water level incubic ya?Qom -,-,-
surfaces. Qr,+r'r `f 10ASTAL MAN@GEWJJ;e of material
4Vll MINGTON REGIONAL&Pboes the area to be excavated include marsh-
If applicable, has a stormwater management land, swamps, or other wetlands? Ye-5
plan been submitted to the Division of En- of spoil disposal cubic yards
vironmental Management f. Dimensions oarea
.
Describe proposed sewage disposal and/or waste g. Location of spoil disposal area
water treatment facilities.
h. Do you claim title to the disposal area? -
j. Have these facilities received state or local
approval?
k. Describe existing treatment facilities.
1. Describe location and type of discharges to
waters of the state (for example surface runoff,
sanitary wastewater, industrial/commercial
effluent, or "wash down").
m. Water supply source
n. If the project is oceanfront development,
describe the steps that will be taken to main-
tain=established public beach accessways or pro-
vide new access..
o. If the project is on the oceanfront, what will
be the elevation above mean sea. level of the
first habitable floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excava.
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
If not, attach a letter granting permission from
the owner.
i. Will a disposal area be available for future
maintenance?
If so, where?
j. Does the disposal area include any marshland,
swamplland,'or water areas?
k. Will the fill material be placed below mean
high water?
1. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material
o. Will fill material be placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled L /A
q. How will excavated or fill material be -kept on
site and erosion controlled?-e:e . c aed
?.,1-dar b eyc.eP? .1® :Y
r?nc l ?? ?C?cAQ
r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?' ,4o z er
A, --kA, e
-
s. Will wetlands be crossed in transporting equip-
ment to the project site? If yes, explain
the steps that will be taken to lessen en-
vironmental impacts. /
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
Length Width Depth
R
A DDITIONAORMATION
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 property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 y`z x 11 white paper. (Refer to Coastal
Resources Commission Rule 71.0203 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 16
high quality copies an provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
-location. map_ is ,a part Of Plat requirements and it
must be sufficientlyy- detailed- t.. gt i* ._2gency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name .4 Z ',n ? 1,4 S fr i G is l ? ild
Address
Fair Ar-G 9 d4?
Name
Address
Name
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERI?IIS
SION TO ENTER ON LANM ? •
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi
bons and`restrictions cantaine&-in the permit:
I certify that to the best of my knowledge, the pro-
posed 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 further 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 ap-
plication and follow-up monitoring of project.
This is the ? c? day of &V • ,
19-4-
X!r I- a?
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the iataside..front cover for the appropriate
DCM office and A number.
DEC 1.
?r"`%C r}i 1. \:.... ... .....
GA0068 SOIL 1 NTERPRETAT I ONS RECORD 5'?
HLRA(5)s 153A, 1538 NECGETT SERIES
REV. RLW,TRG, 10-66
TYPIC ALBAOUALFS, FINE, NIXED, THERMIC
THE MECCETT SERIES CONSISTS OF POORLY DRAINED, NEARLY LEVEL SOILS IN THE LONER COASTAL PLAINS. IN A REPRESENTATIVE
-PROFILE, THESE SOILS HAVE A DARK CRAY FIRE SANDY LOAN SURFACE LAYER, ABOUT 5 INCHES THICK, AND A CRAY FINE SANDY LOAN
SUBSURFACE LAYER, ABOUT 3 IN. THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 65 IN. THE UPPER 8 INCHES IS MOTTLED CRAY AND
STRONG BROWN SANDY CLAY, BETWEEN 16 AND 43 INCHES 13 MOTTLED CRAY AND STRONG 13ROWN CLAY THE NEXT 9 INCHES IS LIAR
1(14.)1 USDA TEXTURE 1 UNIFIED 1 AASMTO
3"
TICITYI
( _
CL 1ML, CL-ML, CL
1 0-8 IL - A-4
IA-4, A-6 -r-m 95-100 50-85 IS-SN 1 - 1 "r 1
1 0 1 loo 95-10o as-100 55-00 1 20-40 I S-15 1
,
1 8-161C, SC, CL ICH, HH, CL
MH
CL
H IA-6, A-7
A-7
IA-6 1 0 1 100 90-100 75-100 51-90 1 30-60 111-30 1
1 0 1 100 90-100 75-100 51-90 1 35-65 111-30 1
,
,
116-521C, SC, CL IC
C ISC, SN, ML, MH
SCL
152-6515C ,
IA-4, A-6, A•7 1 0 190-100 65-100 50-100 36-90 1 30-60 1 7-25 1
,
,
165-721SR-S-C I I I 1 (
((IN.)1(PCT)I DENSITY I BILITY IWATER CAPACITYIREACTIONI(HMHOS/CH)) SHELL (FACTORSIEROD.IMATTER I 1
-
•-
I I I (G/CM3) I (IN/HR) 1 (IN/IN
- 1 PH I TTIGROUPI PCT ( STEEL ;
R
!POTENTIALI
11 1 0-8 115-2511.20-1.40 1 0.6-2.0 1 0.15-0.20 14.5-6.5 1 - 1 LOW 1.281 5 1 - 1 2-8 1
1 1
1 8-16130-6011.45-1.60 10.06-0.2• 1 0.13-0.10 15.1-0.4 I - 1 HIGH 1.321 1
- 1 HI CH 1
321
116-52135-6011.50-1.75 10.06-0.2 1 0.13-0.18 16.1-9.4 1 .
152-65125-5011.40-1.60 10.06-0.6 1 0.12-0.18 16.1-8.4 1 - IMODERATE 1.291
165-721 1 1 1 1 1
I
1 1 1
I T
, 1 . IGRPI FROS
1
1 (FT 1 1 I IN 1 1 T(IN) MN) 1. 0 i ACTION
1
SANITARY FACILITIES (a) CONSTRUCTION MATERIAL 81
_ -

1
SWELL
I _
PERCS SLOWLYII
NETHESS 1 I
,
(SEPTIC TANK 1 COMMON: SEVERE-FLOODING,
I ABSORPTION 1 11 ROADFILL 1 I
1
1 FIELDS 1 11 1
1
ONE,HA
1 SEWAGE I C0IIMOIk SEVlRE•FLOOD041WETiE6S 111 1
1 SAIp 1
1 LAGOON 1
1 AREAS I 11 1
1 t _
1 SANITARY :COMMON11-23DERE91
1 LANDFILL I
I (TRENCH) 1
1
1
1
r
1
rFrmw=-cxcE53 PINES
1
-- 1
1 , : 5tVLKEmft_TNE.S3 11 : rww-tw a.v.rc.,•c...w.. i
1 SANITARY 1 COMMONS SEVERE-FLOOOING,WETNESS II ( 1
1 LANDFILL 1 11 TOPSOIL 1 1
i (AREA) 1 11 1 1
1 1
I I POOR-TOO ' FACK,WEINUb 11
11 WATER MANAGEMENT (8)
1 DAILY I
11 I MODERATE=S
1
i COVER FOR 1
11 POND I 1
1 LANDFILL
1 I
1
11 RESERVOIR 1 ,

It AREA 1 1

BUILDING SITE DEVELOPMENT 8
11 1 1
1
i SHALLOW 1 IIEMBANKIIEMTS I
(EXCAVATIONS 1 11 DIKES AND I 1
I 1 11 LEVEES 1 1
1 1 11 1
1

1

1 DWELLINGS WELL
° -

I RARE,COMMON: SEVERE WETNESS,
_
SLOW REFILL
11 EXCAVATED I

1
1
1 WITHOUT 1 SHRINK-SWELL 11 PONDS 1
IIAOUIFER FED 1 1
1 BASEMENTS
I 1
1
11 1 1

1

I
NGS
-
5hVhKE-WETNL55,5HK SWELL
WETNESS
COMMON: SEVERE-FLOOOING
1 RARE PERES SLOWLY
NUM,KAKU
11 1
11 1 COMMONt PERCS SLOWLY,FLOODING
I DWELLI
I WITH ,
,
,
I SHRINK-SWELL 11 DRAINAGE I ,
1 BASEMENTS 1 11 I
it 1 i
1 I I
I SMALL - -
WETNESS,
COMMON: SEVERE-FLOODING
I RARE . .
11 1 LS: WETNESS,FAST INTAKE,PERCS SLOWLY I
,
,
I COMMERCIAL I SHRINK-SWELL If IRRIGATION
1
i BUILDINGS
I 1
I 11 1
it 1 I
1
i
A HE: _
WETHESS,FL000INGII TERRACES I
1 COMMON: SEVERE-SIIRINK-SWELL i
I LOC
L , 11 AND 1 I
1 ROADS AND
1 STREETS 1
1 it DIVERSIONS I I
I
I I -- 11 t
ILANOSCAPING I FREOs SEVERE-WETNESS,FLOODING 11 GRASSED I
1 AND GOLF 1 11 1 FAIRWAYS 1 11 1
1 t II 1
1 1
1 1 I
1 1 I

DFr.1[IIq

" NECCETT SERIES
CA006t1
1 ?_ RECREATIONAL DEVELOPMENT 6
1 1 RARE,COMMONI SEVERE-FLOODING WETNESS 1
I CAMP AREAS 1 r II 1 FREOi SEVERE-WETNESS,FL000ItIG 1
( ( IIPLAYCROUNDS
11 1
I I
IPICHIC AREASI
I I
11 PATHS 1
11 AND 1
11 TRAILS 1
1
1
1
I
i

( DETERMINING
1 81liTY
I
1 .,v.n u . r.v.?nc
1 1
?
PHASE ; 1 BU 1 BU 1 AUM I 1 1 1 I

I ,
IOCCAS,FREO
1 6W 1
1- t
1-
1
1- 1 1

IDRAINED
1
1 3W 1
1 100 1
1 50
1
110.0 1 1
1 1
1 1
1 I
1 1
( I
1 I 1 1
1 1

1 1 1
t 1 1 I
1 I 1
I 1 I 1 1 I 1 1 1 1 1 1 1

1
1 t
1 I
1 i 1 1 1 I 1 I 1 1 I 1 1

1
1 1
1 1
1 1
1 I 1
1 1 1
1 1
1 1
1 i 1 1 I 1 1

1
1
1 1
1 1
1 1
1• 1
i
i
I
1
1 I
1 1
1
1
1
t 1
1 I
( 1
1 I 1 I
I 1 1

1
1
1 1
1 1
1
1
1 (
1 1
1 1
1 1
1 1
I I
1 1 1 1
I 1 I

1 I 1
1 1 t I
1 1 1
1 1 1 1 1 1 I t 1 1 1 1 t
1 1 1 1 1 1 1 1 1 1 1 1
I
1 DETERMINING (SYMI EQUI P
15t ' • -11"` "• r6w6
n6 rRVU11V 11 T 1
1
1 PHASE I IHAZARDILIMI l
.
TIMORT'YIHAZARDICOMPETI TEIPRODI TREES TO PLANT
1) NDX IC

1 1 13W ISE
bLVE
RE15E
VER
t
1J
151
1

1
1
1
1
1
1
1
1
( E13tVt
1 K
lbtV
1 LRE13LASH FINE
(LOBLOLLY PINE
1100 111 KASH FINE
(LOBLOLLY PINE

1 1 I 1 IPOND PINE 175 1 1 1

1
1 I
1 1
1 1
1 I
1 1
1 1
1 I
1 1 1 1 j
1. I I 1 1 1 f t j j j ?
1
I 1
1 1
1 1
1 I
1 I
1 1
1 1
1 I I 1 I

1
•1
1
i
1
1
1
1
1 t
1 1
I

1
1
1
1
I
1
1
1 1
i
1 t 1 1 I 1 1 1
1 I
1 i
1
1 I

1

1 I
I I 1 1 1 1 1 1
1 1 1 1 j j 1
i 1
t I
1 I
1
_ ? 1 t
1 1 1 ? ? 1 1
1 1
DETERMINING ( - - 1 rVitR1IAL AS MAUI JAI FOR: I
1 PHASE
I I SEED IIECUME i FIERB. 1 TREES (PLANTS 1 IPLANTS 1 WATER IWILDLF IWILDLF IWILDLF IWILDLF 1
IOCCAS,FREO
(DRAINED I POOR
1 POOR
1 GOOD 1 FAIR
1 GOOD i FAIR I FAIR I GOOD
I GOOD 1 FAIR 1 - 1 GOOD 16000 1 FAIR t 0000 i GOOD I 1

1 1 0000 1 - 1 GOOD 1 GOOD 1 GOOD I GOOD 1 GOOD 1 - I

i I
t 1
1 1 1 1
1 1 1 1
1 1 1 1 1 1 1 I
1 1 1

1
1
1
I I 1
1 _ 1 1 1 1
_ I 1 1 t 1 I 1
1 COMMON PLANT NAME ( SYMBOL ( or l.u 44 UtItMINIHG PHASt I
I 1 (NISPN 1
1 1 i 1 1 1
1
IHAIRY PANICUM 1 PAANR 1 I 1
IPANICUM I PANIC I 1 ( 1 1
ISOUTHERN BAYBERRY I MYCE 1 I ( 1
(LITTLE BLUESTEM I SCSC 1 ( I 1
(RED MAPLE
1 ACRD I
( (
(
I

(CABBAGE PALM 1 SAPA I
1 I (

IINKBERRY I ILGL 1
1 I

1 1 1
1 1 1
I 1 1 ? 1 I
1
i I 1 I 1 1

I 1 I
1 1 1 1
1
1 I ;
1 I - i
I 1
1 I
1
1 i
1
FAVORABLE YEARS
1 NORMAL YEARS 1 ( 1 1 1
I UNFAVORABLE YEARS 1 i I 1

A ESTIMATED ENGINEERING PROPERTIES BASED ON TEST DATA OF 3 PEDONS IN GEORGIA, NORTH CAROLINA, AND SOUTH CAROLINA
B RATINGS BASED ON NSH-PART 603.
C BASED ON SOIL SURVEY INTERPRETATIONS FOR WOODLAND, PROGRESS REPORT W-16, JAN. 1970.
0 WILDLIFE RATINGS BASED ON SOILS MEMORANDUM-74, JAN. 1972.

-COLUMBUS COUNTY, NORTH CAROLINA USDA-SCS
4-84 ,rL
S 0 1 L I N T E R P R E T A T 1 0 N S R E C O R D f
JO JOHNS FINE SANDY LOAM, RARELY FLOODED
THE JOHNS SERIES CONSISTS OF NEARLY LEVEL, SOMEWHAT POORLY TO MODERATELY WELL-DRAINED SOILS ON STREAM TERRACES AND
UPLANDS OF THE COASTAL PLAIN. IN A REPRESENTATIVE PROFILE THE SURFACE LAYER IS DARK GRAY LOAMY SAND ABOUT 8 INCHES
THICK, THE SUBSURFACE LAYER IS VERY PALE BROWN LOANY SAND 7 INCHES THICK, THE SUBSOIL, TO A DEPTH OF 32 INCHES 1S SANDY
CLAY LOAM. IT IS LIGHT YELLOWISH-BROWN IN THE UPPER PART AND BROWNISH-YELLOW MOTTLED WITH GRAY IN THE LOWER PART. THE
UNDERLYING LAYER TO 60 INCHES IS LIGHT GRAY SAND. I
1 ESTIMATED SOIL PROPERTIES
-I
I(IN.)1 (USDA TEXTURE UNIFIED 1 AASHTO 113 INI THAN 311 PASSING SIEVE NO. 1 LIMIT ITICITYI
I IINDEX I
I - , SC, SM-SC IA-Z, A-% I v 1 Ivv 79- wv 1v-7V
110-381SCL, SL, CL ISC, SM-SC, CL, CL-MLIA-2, A-4, A-69 A-7 1 0 1 100 95-100 60-98 30-65 1 20-4S 1 5-25 1
138-8015, LS, COS 15M, SP-SM, SP 1A-2, A-3 1 0 195-100 95-100 51-90 4-25 1 1 IP 1
I I I 1 1 ( 1 t I
I I I 1 I I I I I
1 _ I
1(IN.)I(PCT)l DENSITY I BILITY IWATER CAPACITYIREACTIONI(MMHOS/CM)1 SWELL IFACTORSIEROD.IMATTER 1 I
a 1 Icirual I fIN/wr11 I (IN/INI 1 IPH) I IPOTENTIALI-RTTIGROUPI (PCT) I STEEL I
SANITARY FACILITIES CONSTRUCTION MATERIAL
1
I II - I 1
(SEPTIC TANK I I
I ABSORPTION 1 II ROADFILL 1
1 FIELDS 1 11 I I
1 1 II 1 I
1
1 s a PROMOU
I SEWAGE 1 11 1 I
I LAGOON 1 11 SAND I
I AREAS 1 I1 ( - 1
1
-100 SANDY
1 SANITARY 1 It )
1 LANDFILL 1 11 GRAVEL 1
(TRENCH) 1 - I1 1 1
11 1 _
WETNEW -
E 11 1 mom-Inln
,
I SANITARY I 1It I
1 TOPSOIL I I
I LANDFILL 1 1 1
i (AREA) I
11 11
II I I
I ' SANDY Ir
11 WATER MANAGEMENT
I DAILY I - I
COVER FOR 1 I
I 11 POND I 1
LANDFILL 1
I 11 RESERVOIR
1 11 AREA 1
BUILDING SITE DEVELOPMENT 11 1
I
SEVERE-SEEPAGE,PIPING,WEINESS
1 a
1 SHALLOW I IIEMBANKMENTS I 1
I
(EXCAVATIONS 1 Il DIKES AND 1
I
I 1
1 I 11 LEVEES 1
II 1 I
I
1 DWELLINGS 1 11 EXCAVATED I I
I
I WITHOUT I If PONDS I
1
I BASEMENTS I
I 1 IIAQUIFER FED I
11 1 1

I - a
1 DWELLINGS 1 1

11 1 I'
II DRAINAGE I I
I WITH 1 1
I BASEMENTS I
I 1 11 I
11 1 1

1 I SEVERE-FLOODING

I SMALL 1
1 COMMERCIAL I I
11 V WETNESS
I
11 1
It IRRIGATION I I
1 1
I BUILDINGS 1
I 1 11
11 1 1
I - a
I LOCAL 1 I
11 TERRACES I 1
1
1 ROADS AND 1 11 AND 1
RT c rte- *^?
11 DIVERSIONS I
e
STREETS 1 ey
,,.,
4
Ti--i--eAli DART •
- 1
;LANDSCAPING I II GRASSED 1
I AND GOLF 1 II WATERWAYS I e. ?lIQQ
1 FAIRWAYS 1 111
1 I ?? 11 ??TP

1-0-101 5-1511.45-1.65 2.0-6.0 1 U.IU-U.17 19.7-7.2 1 - 9 we ..av. I - .+ • -
110-38118-3511.40-1.60 1 0.6-2.0 1 0.12-0.15 14.5-5.5 1 - 1 LOW 1.241 1 1 1
138-801 2-1011.60-1.75 1 6.0-20 1 0.03-0.06 14.5-5.5 1 - 1 LOW 1.101 1 1 1
I I I I I I I I I I
? 1 I I 1 1 I 1 I I
caw JO JOHNS FINE SANDY LOAM, RARELY FLOODED
USDA-SCS
4-84
4 RECREATIONAL DEVELOPMENT
I SEVERE-FLOODING - I
I I II i I
I CAMP AREAS I ((PLAYGROUNDS 1 i
1 I II 1
1. - 1 I 1
I I 11 PATHS I t
(PICNIC AREASI 11 AND 1 I
1 II TRAILS
1 1 II 1
CAPABILITY AND YIELDS PER ACRE OF CHOPS AND PASTURE (HIQi LEVEL MANAGEMENT)
I CAPA- - I COTTON I CORN I SOYBEANS I TUBACCU I WHtAi I GRASS- I PUTURM
I I BILITY I LINT I I I I ILEGUME HAY I 1
I I I LBS I BU i BU I LSS I BU I TONS I AUM 1
NrR Iffm RR ISYMI 1 TREES TO PLANT 1
1 I IHAZARDILIMIT?IMORT'YIHAZARDICOMPETI IINDXICLASI i
I i
i 1 1 I .I I I ISWEETGUM 190 1 7 ISLASH PINE I
W. I I I I 1 1 ISLASH PINE 186 111 1 1
1 I I I I 1 I I I 1 1
I t I i I I I i 1 I 1 I
I I I 1 I 1 1 1 I 1 I 1
1 - - I 1 1 1 I 1 I I I 1
I 1 1 1 1 I I I 1 I I I
I I 1 I 1 1 1 1 1 1 I 1
1 1 1 1 I I 1 1 1 1 I I
1 I 1 1 I 1 1 1 1 1 1 1
I ,
1 .
1 I-SEED -iLEGUME 1 HERB. I TREES IPLANTS I (PLANTS 1 WATER IWILDLF IWILDLF IWILDLF IWILDLF I I FAIR I GOOD I Gtx I GOOD I GOOD 11 - -
i I r i I f 1 - 1 I I 1 I I 1
1 i I I 1 t 1 1 I 1 I I I 1
I 1 I 1 1 i I i 1 I 1 1 I t
I I F I 1 1 I i I 1 I I I
i COMMON PLANT NAME 1 SYMBOL 1 I
I I NLSPN I I i 1 I
1
IFLOWERING DOGWDOD I COFL2 I I 1 I 1 1
IBLUERIDGE BLUEBERRY I VAVA I 1 I. I i i
IGREENBRIER I SMILA2 I I I I I 1
ICOMMON PERSIMMON 1 DIV15 I i 1 I I I
1 ? I I i I I 1
1 1 ( I 1 I I I
1 I 1 1 I I 1 I
I I I I 1 I I I
I ? 1 I I 1 I 1 1
1 1 I I I I I I
1 I I 1 I I I I
I 1 1 I 1 I 1 1
I 1 1 1 I i I I
I 1 1 I I I I I
I POTENTIAL PRODUCTION (LBS./AC. DRY WT): I
1
I FAVORABLE YEARS I 1
I NORMAL YEARS I 1 i I I
I UNFAVORABLE YEARS I i I I I 1
FOOTNOTES
* SITE INDEX IS A SUMMARY OF 5 OR MORE MEASUREMENTS ON THIS SOIL.
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