19930554 Ver 1_COMPLETE FILE_19930204

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
February 16, 1994
MEMO
TO: John Parker
FROM: hn,DOne:;= t
RE: Warren Everhart/He ie Tolson
Hyde County
DEM # 93554
Johnson/Egret's Nest
DEM has reviewed the revised survey map for the
abovementioned project. The map and your assurance that sewage
has been approved by the County answer our needs for additional
information as outlined in our 28 July 1993 letter.
Please call me if you need additional information.
93554.1tr
cc: Central Files
Washington DEM Regional Office
s
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
July 23, 1993
IN HENLY HEFLH FU
Regulatory Branch
Action ID No. 199302875
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
[_C?l F1 VIP
W-TLANE?S G;v!
iPJATER QUALITY SI fl '_
Reference the application of Mr. Warren Everhart for a Department of the
Army permit to construct a timber span bridge to span Southward Creek, off
Pamlico Sound, Ocracoke village,'Hyde`County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
C. If the display of lights and signals on the authorized structure is
not otherwise provided for by law, such lights and signals as may be
prescribed by the U.S. Coast Guard will be installed and maintained by and at
the expense of the permittee.
d. The permittee will maintain-the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons.the permitted activity without
having it transferred to a third party.
e. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
f'
, y
-2-
construction-related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Copies Furnished:
M. John Dorney
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
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726 -
Raleigh, North Carolina 27636-3726
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
G. Wayne Wright
Chief, Regulatory Branch
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn,_Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE. .
Atlanta, Georgia 30365
zlm??
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a
IMPORTANT
To
Date
WHILE YOU WERE OUT
of
Phone
AREA CODE NUMBER EXTENSION
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
Message
Signed
N.C. Dept. of Environment, Health, and Natural Resources
Qv 3p Printed on Recycled Paper
MEMO
DATE:
TO:
pll+?'
SUBJECT:

From:
STATE o
Y?'^nn n. ?r
North Carolina Department of
Health, and Natural Resources
Environment,
?g Printed on Recycled Paper
p R0W
OC I _ V INW r u 1
I
DIVISION OF ENVIRONMENTAL MANAGEMENT
29 September 1993
MEMORANDUM
TO: John Dorney
Wetlands and Technical Revi Group
FROM: Deborah Sawyer Cam??- °-I--
Environmental Technician
Washington Regional Office
SUBJ: Egret's Nest, Ocracoke
Hyde County
This office placed the above subject CAMA Major application on hold for
information on 6 July 1993; information concerning the mean high water (MHW)
line around the site. On 31 August 1993, Mr. Everhart submitted information,
but it was determined to be incomplete again. Division of Coastal Management
staff established a MHW line and submitted it to this office for review. This
office will accept the DCM's designation of MHW. If the applicant is not in
agreement with the MHW line established by DCM, he can submit a surveyed line
himself, and we will review it upon receipt.
A thorough review of the project will be performed when the
aforementioned information is received. If you have.any questions or
comments, please call. Thank you.
cc: John Parker
Terry Moore
DIVISION OF COASTAL MANAGEMENT / 55
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME 7e f? 7l5o`'J J allLSoI2
2. LOCATION OF PROJECT SITE In Upland Trent Subdivision on "Sou.thward Creek" at
the end of SR 1356 in Ocracoke illage in Hyde County, North Carolina _
PHOTO INDX: 1989: 5 197 4 GR S-15,16,T-151984: 148-370, GR T-9,10,11-9
STATE PLANE 'COORDINATES: X: 2,906,800 Y: 510,400
Ocracoke Quad
3. INVESTIGATION TYPE: DREDGE & FILL Yes CAMA Yes
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 18 November '92 30 March '93 3 June '93
(B) WAS APPLICANT PRESENTS No No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 3 June 1993
OFFICE Washington Regional Office
6. SITE DESCRIPTION:
(A) LOCKL LAND USE PLAN Hyde. County - Ocracoke Section
LAND CLASSIFICATION FROM LUP Conservation
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS X PUBLIC TRUST WATERS
ESTUARINE WATERS X OTHER
L H"
DEPENDENT: YES_ X NO
=? €cp INTENDED USE: PUBLIC PRIVATE X COMMERCIP?
'.J CV ea-
M= E) 'r-1-11E OF WASTE WATER TREATMEI L: EXISTING None
°-) PLANKED Central Collection stem comprised of 3 1440 GPU tanks and_3.-
nitrification fields
F) TYPE OF STRUCTURES: EXISTING None -
PLANNED 202' x 17' Timber Span Bridge _-
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE
7. HABITAT DESCRIPTION:
AREA _
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Coastal Wetlands and 404 0 0
(B) NON-VEGETATED WETLANDS:
(C) OTHER: Upland Areas
Road bed and nitrification fields 29,200 ft2
(D) TOTAL AREA DISTURBED: 29 , 200 ft2
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SA OPEN: YES
NO X
8. PROJECT SUMMARY: Applicant proposes to construct a 202' x 17' timber Enter
span bridge with 18' horizontal and 12' vPrtiral rlParancpc
Everhart
Egret's Nest
Hyde County
PROJECT SETTING
The applicant owns a six-acre tracf of land that is bordered to the north by the Pamlico Sound,
to the west by a creek locally called "Southward" or "Tolson's Creek", to the east by an
unnamed creek, and to the south by an extensive intertidal marsh. There is a deeded easement
or right-of-way on the mainland. The project is located in the Upland Trent Subdivision of
Ocracoke Village in Hyde County, North Carolina at the end of SR 1356. The project site is
located approximately 0.25 miles upstream from the mouth of "Southward Creek". The creek
is approximately 200' in width at the mouth, 170' at the project site, and quickly narrows down
to 30'-40' wide at its upper end. A 200' long by 25' wide by -4.5' deep channel was recently
dredged through a natural sand shoal near the mouth of the creek thus connecting it through
another channel to the deeper waters of the Pamlico Sound. Water depth averages between 2.5'
and 3.5' below MHW along the remainder of the creek. On the mainland side of the creek there
is a 10'-20' fringe of coastal wetlands dominated by black needlerush Juncus roemerianus. Salt
meadow grass SSpartina patens, smooth cordgrass S. alterniflora, salt grass Distichlis spicata, and
glasswort Salicornia spp. are also present. Bordering the island on the east side of the creek is
a narrow fringe (6'-8') of black needlerush, salt meadow grass, and smooth cordgrass. The
natural upland vegetation on the mainland as well as the island is typical of a maritime shrub
thicket with various grasses and red cedar JuniMrus vir ing iana dominant. Around most of the
island, between high ground and Coastal Wetlands is a narrow 404 jurisdictional wetland area
dominated by groundsel tree Baccharis halimifolia. The mainland side is semi-developed with
several houses adjacent the 40' access easement. The island is currently in its natural and
undeveloped state. "Southward Creek" is classified SA by the Division of Environmental
Management. The area is closed to shellfishing by Shellfish Sanitation and is not classified as
a Primary Nursery Area.
PROJECT DESCRIPTION
The applicant proposes to provide access to an island by constructing a 202' long by 17' wide
salt-treated timber bridge over Southward Creek. The proposal calls for an 18-foot wide center
span bridge with a 12' vertical clearance at mean high tide. The bridge is to be located at the `
end of an existing deeded private right-of-way and will cross "Southward Creek" to a 40'
easement on the island. Four 3-pile dolphin clusters will be placed adjacent the bridge
protecting the center span. Additional upland development outside the estuarine shoreline
involves construction of a 910' long X 20' wide road, installation of a central collection system
involving three nitrification fields measuring 50' X 70', 40' X 90', and 30' X 130'. The 6-acre
tract has been subdivided into nine residential lots. No dredging either prior to or during
construction of the bridge is proposed.
Everhart
Egret's Nest
Hyde County
ANTICIPATED IMPACTS
The project as proposed would span approximately 3466 fe of Public Trust Area/Estuarine
Waters. Navigability previously restricted primarily by shallow water ranging from -2.5' to
3.5' MHW upstream of the bridge area will now have the additional physical limitation of an
18' wide by 12' high opening. All filling activities will occur outside coastal and 404 wetlands.
The narrow fringe of coastal wetlands along both approaches are to be bridged, thus there will
be no direct impact and only limited indirect impacts due to shading. Temporary construction
impacts would be associated with the driving of the pilings and would result in a localized,
short-term increase in turbidity. Since the proposed construction technique is from barge based
equipment, the greater impact although limited in duration to the construction period, may be
from bringing equipment (i.e. barges and tugs) into the small creek. Ancillary activities
including the construction of the road bed and nitrification fields will be outside the 75'
Estuarine Shoreline.
M. Ted Tyndall - Washington Regional Office 9 June 1993
lease type or print. Carefully describe all anticipated
ievelopment activities, including construction; excava-
ion, filling, paving, land clearing, and stormwater con-
rol. If the requested information is not relevant to your
)roject, write N/A (not applicable). Items 1.4 and &9
nust be completed for all projects.
I APPLICANT
L Name "Warren Everhart
Address P.O. Box 526
City
Ocracoke
State NC
Zip_ 27 960 Dayphone [phone]
Landowner or X Authorized agent
?. Project name (if any) Egret' s Nest
;. If the applicant is not the landowner, also give the
owner's name and address.
Hettie Tolson Johnson / James B Johnson PO Box 519 Ocracoke
Leonard Mack Tolson Trust
PO Box 519 Ocracoke, NC 27960
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
East end of SR 1356
b. City, town, community, or landmark
pcracoke, NC 27960
C. County Hyde
If you plan to build a marina,. also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Priva e
d. Describe the planned use of the project.
A-_-cess to Single_-Fam41,y_-Residentia1
4 LAND AND WATER
CHARACTERISTICS
L Size of entire tract
6.0+ Acres
b. Size of individual lot(s) 12 , 184 SF to 42510 SF
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+ 4'
d. Soil type(s) and texture(s) of tract
See attached Hyde County Site Eval.
e.
f.
Vegetation on tract Cedars and Grass- 404
and coastal wetlands(404 wetlands
delineated on attached plat.)
Man-made features now on tract None
g. What is the CAMA Land Use Plan Classification of
the
d. Is proposed work within city limits or planning site? (Consult the local land use plan.)
jurisdiction? No
e. Name of body of water nearest project
. Pamlico Sound
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier).
See Attached
X Conservation * Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? NO If so, by whom?
* See Attached Explanation
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m. Water supply source Ocracoke Sanitary Distr
structures proposed Ni ?, P Si na1 P- Family
Homes
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
b. Number of lots or parcels 10 public beach accessways or provide new access.

c. Density (Give the number of residential units and the
unitsperacre.) Nine Residential Units
1.5 Units Per Acre
d. Size of area to be graded or disturbed":
o. If the project is on the oceanfront, what will be the
9 9 1 3 8 G guar a i- elevation above mean sea level of the first habitable
e. If the proposed project will disturb more than one floor? N/A
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
6 EXCAVATION AND FILL
If applicable, has a sedimentation. and erosion
control plan been submitted to the Division of Land INFORMA'T'ION
Resources? N/A
a. Describe below the purpose of proposed excavation
f. Give the percentage of the tract within 75 feet of or fill activities (excluding bulkheads, which are
mean high water to be covered by impermeable

.
covered in Section 7)
surfaces, such as pavement, buildings, rooftops.
C; - 10 1? Length Width Depth
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL.)
River Rock Over Clay
Boat basin
h. If applicable, has a stormwater management plan Other (break- TIMBER
been submitted to the Division of Environmental water, pier, Span
Management? Nn -- boat ramp, Bridge 202' 17'
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill placed in
Central- collection system wetland or below
comprised of 3 1440 GPD tanks and 3
nitrification fields - See AttachedROAD BED 910' 20
Permits. ? fill 5O'
Have these facilities received state or local approval. Upland SEPTIC
?
J
70'
'
Yes areas FIELDS 40
130 90
30=
b. Amount of material to be excavated from below
k. Describe existing treatment facilities. water level in cubic yards N/A
None
c. Type of material N/A
d. Does the area to be excavated include marshland,
L Describe location and type of discharges to waters of swamps, or pother wetlands?
the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash N/A
down")._ None e. High grouhd excavation, in cubic yards
None
2 3/91
Dimensions of spoil disposal area
N/A
;. Location of spoil disposal area N/A
i. Do you claim title to the disposal area? N/A
If not, attach a letter granting pennissim from the
owner.
Will a disposal area be available for future
maintenance? N/A
If so, where?
Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? N0.
.
t. Amount of fill in cubic yards 13 9 0 cu y d s
m. Type of fill material Sand,Marl,Stone=local
re ge spot or san
r Sourceoffillmateri aNartin Marietta New
Bern for stone,marl and clay
o. Will fill m aterial be placed on marsh or other
wetlands? _ 'NO
Will wetlands be crossed in transporting equipment
sectional drawings) drawn to ac a in
P. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
None Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled?
The fill areas will have a 4_iL
established.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe
s.
c. Shoreline erosion during preceding 12 months, in
feet 0
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water
f. Type of fill material
N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
al black ink on an 8
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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
to project site? --ua If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
The bridge will span above fringe may have been developed in consultation with the
404 and coastal wetlands all con- Division of Environmental Management.
struction activity will occur outside
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterwird of mean high water or
normal water level m./ n
3/91 .
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3

Name Howard Tolson
Address PO Box 254
Ocracoke, NC 27960
Name David Tolson
Address PO Box 44
Ocracoke, NC 27960
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
Nettie Tolson/Mack Tolson Trust
PO Box 519
Ocracoke, NC 27960
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None -
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted 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 application and follow-up monitoring of
project.
.199-S
This i s the day of 47vAJlr
Landowner or Authorized agent
we, O_A?oN v:)? 1A_)Dmg
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? J4 3/91

3a. The proposed development activities will include constructing a
202' long 17' wide salt-treated timber bridge with a center span
18' wide and 12' off the water at high tide. The center span will
be protected by four 3-pile dolphin clusters, consisting of three
12"x30' slat-treated pilings located 3' off both sides of the
bridge 18' apart. The dolphin clusters will be illuminated according
to Coast Guard recommendations. The bridge will be built to NCDOT
18,000 lb. axle load specifications.
The bridge and associated utilities and road will be built with
pilings and lumber transported via the Hatteras Ferry on flat-bed
trucks. Clay,stone, and marl will be trucked from Martin Marietta
in New Bern,.NC via the Cedar Island Ferry. Material and land-
based equipment will be parked and stored on a lot owned by the
project owner and located adjacent to the right-of-way designated
on the attached plat.
All construction and fill activity will occur outside of the ACOE
404 and CAMA wetlands and will be serarated by a silt fence. All
land based construction will be from existing right-of-way and
span fringe wetlands using a rubber tire crane. Pile driving will
be done from a barge anchored in Southward Creek off shore of the
fringe wetlands. At no time will equipment or material be located
within the ACOE 404 or CAMA wetlands. No dredging will be required
to facilitate construction of this bridge.
The bridge will be located at the end of an existing deeded private
right-of-way in use at this time(referenced in the attached deeds
and shown on the attached plat) and continue across Southward Creek
to a private 40' easement which will be surfaced with river rock
over clay to provide access to the subject property.
The subject property is approximately 6 acres which has been sub-
divided into 9 single family residential lots varying in size from
12,000to 42,000 sq.ft. This 9 lot subdivision will be known as
Egret's Nest and has received septic approval from the Hyde County
Health Department for 9 four-bedroom residences serviced by 3 1440
GPD LPP Systems. Water service will be provided by the Ocracoke
Sanitary District via 9 meters which have been purchased.
4g. The detail of the Ocracoke Land Classification Map is not of such precision and/or scale to take
into consideration high ground or upland areas that are surrounded by "wetlands" designated as
conservation. Therefore, the high ground area for planned development is shown in the conser-
vation class. However, based upon the definition of "Rural Class" on page 2 section III of the
Hyde County Land Use Plan, I conclude that the proposed upland development is consistent with
their definition of "Rural Class."
Everhart & Associates, Inc. - P.O. Box 526 • Ocracoke • North Carolina 27960 • 919-928-1921
Taylor Bros. Marine Construction, Inc.
Marine Engineering & Conatructlon
P.O. Box 837
Beaufort, N.C.23516 Phone
1-919-728-2525
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Beaufort, N.C. 28518
Phone
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Marine Engineering & Construction
P.O. Box 837
Beaufort, N.C. 28518 Phone
1-919-728-2525

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HYDE COUNTY SITE/SOIL EVALUATION
Permit #
77ZA- Evaluation by: Auger Boring Pit
?er,??ntial V Commercial
FACTORS PROFILE PROFILE
2 PROFILE
.3 PROFILE
4 PROFILE
5

LOPE ($) V S S
A
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Consistence Lrm l Loo L-00 LAO
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LAYER IV it to if " to. to to to
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)IL WETNESS
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1AILABLE SPACE: 4

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LONG-TERM ACCEPTANCE Z
RATE: ?.G
MARK S, .

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TEXTURE SLOPE CONSISTENCE
s - sand 0-15$ Moist
is - loamy sand 15-30% fr - friable
sl - sandy loam >30% fi - firm
1 - loam loo - loose
si - silt STRUCTURE
- silt loam cr - crumb granular Wet
.cl - silty.clay loam bk - blocky ns - non-sticky
cl - clay loam (peds <1 in.) s - sticky
;cl - sandy Clay loam (peds >1 in.)
sc - sandy clay pl - platy np - non-plastic
;ic - silty clay pr - prismatic p - plastic
c - clay sg - single grain
m - massive MINERALOGY
1:1, 2:1
HYDE COUNTY SITE/SOIL EVALUATION
?ner/App1icant_ 1014tulo
)cation:
ite of Eval: 7c S-/-qZ Evalytion
;timated Flow-fQ &,u ,R idential V/
rmit #
• Auger Boring v/ Pit '
Commercial
FACTORS PROFILE
Cn PROFILE
7 PROFILE
f3 PROFILE PROFILE
/D
mE ($) ? (
's
k i m I t 11 11 to 11 ,1 to

F It to(w)-it
-11 t O
Texture Group v
-4 E
Consistence Uo 1-06 Lm o COO
Structure
Mineralogy
kYER II 11 to 11 ll to 11 '' 11 to I1 11 to 11 11 to It
Texture Group
Consistence
Structure

Mineralogy _
,YER III " to to to to to
Texture Group
Consistence
Structure
Mineralogy
,YER IV 1 to 1) 11 to ,1 11 t 11 ,1 to 11 1, to ,1
Texture Group
Consistence
Structure
Mineralogy
)IL WE'T'NESS 1= f
;STRICT'IVE HORIZON
,ASSIFICATION S
'D FTi RATE T) . G(o
'AILABLE SPACE:
202KS -V ?? A _P/
:c C` b3e:,P?
6t4_L -
TEXTURE
s - sand
is - loamy sand
sl - sandy loam
1 - loam
Si - silt
;il - silt loam
-Cl - silty clay loam
cl - clay loam
;cl - sandy clay loam
sc - sandy clay
;ic - silty clay
c - clay
UNS
LONG-TERM ACCEPTANCE RATE: Z-
?r;??_ ??.. ;_ ?,,... %MAl. n h,-- 11-it , ?o
I
[ ?F'LlGEZ?
SLOPE
0-15%
15-30%
>30%
STRUCTURE
cr - crumb granular
bk - blocky
(peds <1 in.)
(peds >1 in.)
pl - platy
pr - prismatic
sg - single grain
m - massive
CONSISTENCE
Moist
fr - friable
fi - firm
loo - loose
Wet
ns - non-sticky
s - sticky
np - non-plastic.
p - plastic
MINERALOGY
1:1, 2:1

ner/Applicant:
cation:
to of Eval:
timated Flog _L,_)
al ? Commercial
t
FACTORS PROFILE
it PROFILE PROFILE PROFILE PROFILE
TOPE ( $ )

,YER I
" to
to
to
to _
to
Texture Group
Consistence O
Structure
Mineralogy
,YER II " to to to It " to to
Texture Group
Consistence
Structure
Mineralogy
YER III " to to to to to
Texture Group
Consistence
Structure
Mineralogy
YER IV " to to to to " to
Texture Group
Consistence
Structure
Mineralogy
IL WE'T'NESS % -
STRICTIVE HORIZON
ASSIFICATION
D/FT3 RATE
AILABLE SPACE:
TE CLAS1%T FI CAZ
Q V,2?w 0,
44 huc,_Qg c?I
TEXTURE
s - sand
is - loamy sand
sl - sandy loam
1 - loam
si - silt
it - silt loam
cl - silty clay loam
cl - clay loam
cl - sandy Clay loam
sc - sandy clay
is - silty clay
c - clay
UNS
Link__Zr.1:
SLOPE
0-15%
15-30%
>30%
STRUCTURE
cr - crumb granular
bk - blocky
(peds <1 in.)
(peds >1 in.)
pl - platy
pr - prismatic
sg - single grain
m - massive
^? Z
CONSISTENCE
Moist
fr - friable
fi - firm
loo - loose
Wet
ns - non-sticky
s - sticky
np - non-plastic
p - plastic
MINERALOGY
1:1, 2:1
HYDE COUNTY SITE/SOIL EVALUATION . 011
ENVIRONMENTAL HEALTH DIVISION
LAND USE HYDE COUNTY HEALTH DEPARTMENT
IMPROVEMENT PERMIT
Existing
New
Repair
PHON?F I9)I Z?3_12_11 DATE: I - I Cj
ADDRESS: '-) C• V . ` ?X :J 1

PROPERTY LO(?ATION:
_
TYPE STRUCTURE:
NO. BEDROOMS: 12

WATER SOURCE: .0 PAL 41 UK r4 -
Site/Soil Class r,o r w r a>1c, tln ?., c ' " '
Soil Application Rate GFt2D
Size ofTanl3- I,60b6alf, LE £ 2?ax• Gal.
Nitrification Field Zc100 FP
No. Lines 8 ft. Ion' g each
S
j
hL' ?3
.
iu_
Trench Widt
ft.
th 1Y1 &kal d i
h B
tt
D
M
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T y
renc
om
ax
mum
o
ep
n.
below ground surface
Trench Bed
NOTICE: --
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
tile-10 ft., 10 ft. Upslope & 25 A. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior i
health department approval or,
Do not cover any portion of system until approved on
final inspection.
M
SEPTI TAN j
SYSTE
-A LO AT10
!-
?PROV?D- - -
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IMPROVE M l?t°b?S PERMIT : , Thi permit is valid for 5 years from the date of i sd ce unless
the site plans or the intended use of this site change. The
Sanitarian permit is then subject to revocation.
HCHD 3-88 OWNER
10-89
X 110
)LAI
tll:?`Lk
rv Cr.

LAIND'USE
IMPROVEMENT PERMIT
OWNER:
ENVIRONMENTAL HEALTH DIVISION
HYDE COUNTY HEALTH DEPARTMENT
PHONAM K I) '/Z6-'
Existing
New
Repair 22
tTE:
ADDRESS:v f D
CIGtCG"?., ?? C z.? 1?d
PROPER LOCA , ON: ?'? Tr 6 t
TYPE STRUCTURE: 3
NO. BEDROOMS:
WATER SOURCr Vyk +y -
Site/Soil Class ' t oV w r ?m c,Li., tam,
Soil Application Rate GFtZD
Size of Tank - )W " £ Gal.
Nitrification Field Z 6 FTZ
No. Lines @ ft. long each
Trench Width - I S + cw + J? ft.
Maximum Trench Bottom Depth >^Vl n t,? "V I - in.
/ below ground surface
Trench Bed
NOTICE:
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
the-10 ft., 10 ft. Upslope & 25 ft. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior
health department approval or,
Do not cover any portion of system until approved on
final inspection.
IMPRO,VEME T?PERMIT BY-
Sanitarian
i SEPTIC TANK SYSTEM

B LQC? 10 P11 V
D T E

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's permit is valid for 5 years from the date of issuance unless
the site plans or the intended use of this site change. The
permit is then subject to revocation. _ f
HCHD 3-88 OWNER U -1'
Rev,10-89-
LAND USE
IMPROVEMENT PERMIT
S: UjL)
ENVIRUNMEN I AL HEAL I H UIV151UN r.xistmg
HYDE COUNTY HEALTH DEPARTMENT Nev
Repair
PH

OUdc(iL tl C ZT
PROPE Y LOCATIONS ?' i f ?f
( et
TYPE STRUCTURE:
NO. BEDROOMS: Z
WATER SOURC C tS mrnu? ??L -
Site/Soil Class f 0Y vvl 3 2L.
Soil Application Rate y • L LW GFt2 L
Size of Tank '?' &r k ?T r Z °°f' J (DD Nitrification Fi d FTZ
No. Lines @ Z ft. long each
Trench Width ?- e-ft.. _'5 I Maximum Trench Bottom Depth C ?) 6+ye,1\b in.
below ground surface
Trench Bed
NOTICE:
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
tile-10 ft., 10 ft. Upslope & 25 ft. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior
health department approval or,
Do not cover any portion of system until approved on
final inspection.
-A

SEP,
TI : TAIfN SY STEM

BY ,
L0CAT1 J0 PPR
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IMPROVEME XT!' ERMIT BY ` is pe II11it is valid fry years from the date of issuance unless
the site plans or the intended use of this site change. The
SanitaHan perms 1 t??hgnen subject to revocation.
(1 L 4?. <<? ?C
HCHD3-88 OWNER p lr\Gky?(I `fC .,V 2-
tt .
`'`t. ,?rv??6wrr -- `O C. t ? l/ ... ? OC 1rN -?cnt,l.f i (
Rev. 10.89,
S- IV I I DATE:
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, North Carolina 27626-0535
WATER QUALITY SECTION
FAX # [phone]
TELECOPY TO:
FAX NUMBER:- M, Q-M
FROM:-
PHONE: 23.3 - 7& ?c
NUMBER OF PAGES, INCLUDING THE COVER SHEET: a.3
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
MEMORANDUM
TO: John Parker
THROUGH: John Dorn
FROM: Ron Ferrell
DATE: September 8, 1993
SUBJECT: Egret's Nest, Ocracoke
Hyde County
DEM # 93759
I have reviewed the information on the subject project sent to you by Mr. Warren
Everhart. The information submitted by Mr. Everhart does not adequately address the issues
raised in my letter to Mr. Everhart dated July 28, 1993 (attached). Specifically the map
submitted by Mr. Everhart does not identify the mean high water line or the landward limit of
Spartina alterniflora. Also, the submittal does not include a statement from the Hyde County
Departmental of Health that the proposed wastewater treatment system complies with all state
and county regulations.
The Division cannot issue a statement concerning the impact of this project on water
quality until the above information has been submitted and reviewed. Therefore I request that
the project remain "on hold" until the information has been submitted. If you have any
questions concerning this matter please contact me or Deborah Sawyer in the Washington
Regional Office.
cc: Deborah Sawyer
ref-7/everhart.mem
State of North Carolina
Department of Environment,
Health and Natural Resources 4
Division of Environmental Management YA
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary E N N R
A, Preston Howard, Jr„ P.E., Director
July 28, 1993
Mr. Warren Everhart
Post Office Box 526
Ocracoke, North Carolina 27960
Dear Mr. Everhart:
Subject: Egret's Nest
The subject project has been reviewed by Central and Regional
office staff. A site visit was conducted on July 1, 1993. The
purpose of our review is to determine if the project is in compliance
with the Division's rules concerning water quality. Prior to making a
final decision on this project the Division needs the following
information.
1) A map showing the location of the mean high water line.
This line can be determined by locating the landward limit
of Spartina alternaflora. All wastewater disposal fields
including repair areas must be a minimum of 100 feet from
this.line.
2) A statement from the Hyde County Department of Environmental
Health that the wastewater treatment systems meet all state
and county regulations.
3) A Stormwater Management Plan. This Plan should be submitted
to Bill Moore in the Washington Regional office.
If you have questions concerning this request please contact Ms.
Deborah Sawyer (919-946-6481) or me at (919-733-1786).
Sincerely,
x
Ron Ferrell
RF/kls
Everhart.ltr/KS/vo1.2
CC: Deborah Sawyer
Hugh Watson, Hyde Co. Health Dept.
Ted Tyndall, WaRO
John Parker, DCM
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources 4 • •
Division of Environmental Management
James B. Hunt, Jr., Governor ID E H N 11
Jonathan B. Howes, , Secretary
A. Preston Howard, Jr., P.E., Director
July 28, 1993.
Mr. Warren Everhart
Post Office Box 526
Ocracoke, North Carolina 27960
Dear Mr. Everhart:
Subject: Egret's Nest
The subject project has been reviewed by.Central and Regional
office staff. A site visit was conducted on July 1, 1993. The
purpose of our review is to determine if the project is in compliance
with the Division's rules concerning water quality. Prior to making a
final decision on this project the Division needs the following
information.
1) A map showing the location of the mean high water line.
This line can be determined by locating the landward limit
of Spartina alternaflora. All wastewater disposal fields
including repair areas must be a minimum of 100 feet from
this line.
2) A statement from the Hyde County Department of Environmental
Health that the wastewater treatment systems meet all state
and county regulations.
3) A Stormwater Management Plan. This Plan should be submitted
to Bill Moore in the Washington Regional office.
If you have questions concerning this request please contact Ms.
Deborah Sawyer (919-946-6481) or me at (919-733-1786).
Sincerely,
Ron Ferrell
RF/kls
Everhart.ltr/KS/vol.2
CC: Deborah Sawyer
Hugh Watson, Hyde Co. Health Dept.
Ted Tyndall, WaRO
John Parker, DCM
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
"fate of North Carolina
epartmpnt of Environment, 14
Health and Natural Resources
Division of Coastal Management AYA
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
D E H N R
Roger N. Schecter, Director
MEMORANDUM
TO: Joe Henderson, DOA
Terry Moore, DCM
Deborah Sawyer, DEM
Linda Sewall, DEH
FROM: John Parker
Division of Coastal Management
SUBJECT: Egret's Nest, Ocracoke
DATE: August 31, 1993,
On July 17, I.placed the subject project on hold requesting that Warren Everhart provide
informational needs of our agencies. His August 26 submittal attempts to answer the three items
requested in July but does not appear to completely cover our needs. In the interest of time,
please review the attached and advise at the earliest possible time if your agency can complete
its review with this additional information.
JP/aw
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
a
August 23, 1993
Mr, John Parker
Division of Coastal Management
North Carolina Department of Environment
Health and Natural Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Dear John,
Pursuant to your request dated July 14, 1993,1 have enclosed the following:
6
1. The primary work plan showing the mean high water (MHW) line and the 100' setbacks
from MHW to all sewage treatment.
2. Bridge Plan showing the potable .water pipeline extended from the Ocracoke Sanitary
District point of connection.
3. 'A copy of the DEM Low Density Form and Site Plan showing road cross-sections and
stormwater control measures.
if you need any further information, please feel free to call me at 919-928-1921,
Sincerely,
Warren Fverhart
Everhart &. Associates, inc. P.O, Box 526 • Ocracoke 4 North Carolina 27960 • 919-928-1921
' Taylor Bros. Marine Construction, Inc.
Marine Engineering &Construction
P.O. Box 837
Beaufort, N.C. 28516

n14 U HPj
2A
2-X
14

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Phone
1-919-728-2525

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DIVISION OF ENVIRONMENTAL MANAGEMENT
'Submittal Form for Projects Using Density Limits for Stormwater
Control
PROJECT DATA
Applicant Name:
Mailing Address:
Phone No.:c
Submittal Date:
I
-- ( 9 Z. (
'Brief Description (include map and appropriate drawings):
I Lo-l- ?E5 /jam ?'/-Z/f , 5Ue o,, y'r sfwl
:9a4%----r Bcdy Receilying Stormwater Runoff:
Name of Water Body: f f.lca 's-0.11,C16 -
Classification of Water Body: SA
Total Area of Proposed Project (acres): State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major_
404 Permit
other (specify):
Sedimendation and Erosion Control
DEM/DHS Sewage Disposal
CALCULATION OF BUILT-UPON AREA
(Built-upon area means that portion of an individual development
that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, etc. but
not including decking.)
a) Built-upon area: 6?J0005F
b) Total project area:
% built-upon = built-upon / total project area 100
% built-upon area = Z, o
If the water body receiving stormwater runoff is classified as
SA, is the % built-upon area < 25%? Yes _) No
If the water body receiving stormwater runoff is classified other
than SA, is the % built-upon area < 30%? Yes No
STORMWATER COLLECTION SYSTEM

Is the only kind of stormwater collection system grass swales?
Yes ? No
(Grass d-line swales should have a side slope of 3:1 (H:v) or
less.)
Name of Project: (s12E?S /VEST
Location (County, Township/Municipality, Address):
If no, please provide a detailed description.
BUFFER AREA
Is the built-upon area at least 30 feet from mean high water of
all surface waters? Yes No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and
walkways to water related facilities are allowed within 30 feet
of mean high water if the project is intended to meet stormwater
control requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that
subdivisions maintain the development consistent with the plans
and specifications approved by the division and include the State
as a beneficiary of the restrictions? Yes )? No
(Include a copy of the restrictions and covenants with this
form.)
CERTIFICATION
I, ( x2*,-Zu1 L- ?L?Lt?r?1?? , certify that the information
included on this submittal form is correct, that the project will
be constructed in conformance with this information, and that to
the best of my knowledge, the proposed project complies with the
requirement of 15 CAC 2H.1003 (b).
4 - ??
Signat ke-Owner or Agent* D to
Address
* If agent signs form, owner must submit letter authorizing agent
to act of owners' behalf.

DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF
Regional Office

Date
Date
Individual Evaluating Forms/Plant
Regional Water Quality Supervisor
cc: Applicant/Region/Mills
M
DATE: ?a fA3
TO: SUBJECT:
L S c'`i`'S5 eP e (?+D emu" ?/ F- ,?,v? l .ts PcZ"3 J N
Cth= ?S /krr?c?.h4lc.Ef NAT uZ15?. ? t...?",y.-- &! ??
,_ s ?`?s t-rc '? t Sc.c?..ss?9 '? ? ?s ? -57'.51 ?^-? ?-./
S ??i ?? 3?? s7S?m.S
Jsj Z - It.sal ?c. c_ r S "."Ji73
`I?SCs i n?L'??- c-.1 ! c--?- .5 ?B14-t3-' ?vlS t? ?L-'R??S
From:
1„?. Sf'A7F o.
?c? N,I.Y "10.1ns •?.Y
North Carolina Department of Environment,
Health, and Natural Resources
Printed on Recycled Paper
s? Qunn+vd?.
IMPORTANT
V
To d
-
_
Date Time
WHILE YOU WERE OUT
M l f
of
Phone
AREA CODE NUMBER EXTENSION

Me age
tA_

Signed
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources
OD'
Printed on Recycled Paper
JUL-07-1993 09:01 FROM
1.4- w1 1
MEMORANDUM
TO:
i
i
FROM:
SUBJ:
The
insuffici
attached.
946-6481.
cc: John D
Centra
DCM F i
Eliz
EHNK WHSH KEU UFF 1(JE l u 1'Jl'J rS S1 SStf r. U1
Post-it' brand fax transmittal memo 7671 ?otp?9 ? ?

3 -I
B
"-ax
DIVISION OF ENVIRONMENTAL MANAGEMENT
John Parker
Division of Coastal Management
Deborah A. Sawyer
Environmental Technician
Washington Regional Office
Request f r "H ld" Status
Project.
County:
?` 93-0 VQ - e-
ove subject project cannot be reviewed by this agency due to
information. The information needed to complete this review is
f you have any questions or comments, please call this office at
hank you.
ney
Files
Id Office:
eth City
ad City
Washy
JUL-07-1993 09=01 FRUM tHNR WHSH KLU urF 1Lt l u IttjI'j (151SI..S d r. J41

To: John Dorneq
Pla init Branch
DIVISION OF ENVIRONMEMM MANAGEK&NT
CAMA/COB PER41T APPLICATION FXnZW
wam # WQ SUPERVISOR: TSOM
REVIEWER: SAWYER DATE:Q?.? A/
YR: 92 NO.: NAME: 4 TYPE: ? PERMIT TYPE: ( ?g
COL
RCD CDA. DOT DA TI FROM ?pp?y? CDA: -4 4.,1 'Q
/O..+
REG F?ICB: WARO AND SUB SIN-f %?'
S OR ADJACENT WATER BODY: 'P ? a-! L " 1 : ?? 1?
COLAS S) 9 STREA14 INDEX
. s
OPEN OR LO ,
WvL ACT:.. C> , WL TYPE:
WL WL ACR BST:
CNBCT?? WL SCORE:
HIM TION: MITIGATION TYPE:
MITI 7`TO?+T SIZE: RATING SEUKET ATTACHED?
TION: ISSUE ISSUE/COND DENY $OLD
STO A'TER PLAN REQ'D. ? IF S, DATE A PROV ?
PROJ DESCRIPTIONS R
w Dis _
?p??. YVi
C Rl.Q' D: /47
IF S, TYPE:
T
TY `Ok' DISPOSAL PROPOSED-
(EXISTING, RO S SEPTIC TANK ETC,)
TO E PERMITTED BY:
(DEM. DHS, N'
IF y DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
LL ELIMINATING A SIGNIFICANT USE?
JXISREYGDGING OF FILL: WATER: c> - WETLAND: -- O -
DREDGING
TO
BE DREDGED: -0
ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
SOURCE?
OIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
E FOLLOWING ADEQUATELY ADDRESSED? n(fi`
WAGE DISPOSAL: MARINA SERVICES:
EN N IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CSC: WaRO; C6tral Files; DCM Field Offices; COE Washington Offioe
JUL-07-1993 09:02 FROM EHNR WASH REG OFFICE

TO 19191r,jJlJ b H.lj-?
uNmriza+s OR rIDOt[T xssxxt s:
4
,,
V

r
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?;wD

TOTAL P.03
JUL-06-1993 10:05 FROM EHNR WASH REG OFFICE TO 19197331338 P.01
i
I
MEM0RA.NOUM
I
I
TO: Warren Everhart File - "Egret's Nest"
I FIRM: /' Terry Moore
DATE: [ 18 June 1993
i
SM.TECT: That area of Coastal Wetland marsh between the island (subject area
I for the proposed residential development) and the "contiguous high
1 ground area" of Ocracoke Village
Ted dall and I inspected that area of marsh south of the island or
between th island and all developed area of- Ocracoke Village (Jackson Dunes
Subdivisio on 15 June 1993. Although both areas of higher ground (island and
mainland) e fringed by high marsh (Juncus roemerianus) the high marsh quickly
gives way t a larger exposure of Spartina alterniflora interspersed with smaller
concentrat' ns of Salicornia. S ap rtina a. is a low marsh plant species, the
vegetative indicator of mean high water and considered as Section 10 waters,
waters of a U.S. by the Army Corps of Engineers. The greater percentage of the
marsh bet en the two areas of higher ground is vegetated with Spartina
Alterniflo ' There was a series of tidal pools or ponds in the alterniflora
marsh, mor or less in a meandering line between the headwaters of the two
creeks, on on each side of the island. Marsh species and marine life such as
Fiddler cr s, marsh snails, etc. indicate this marsh is being inundated on a
j regular b is. There were no physical indicators present of any prior
disturbanc such as roads, piers, docks, etc. in this estuary.
cc: Prest Pate
John Barker
Post-!t°' brand fax transmittal memo 7671
TOTAL P.01
To : John,NR. rney
Planning Branch
..A 22 819?t3
WETLANDS GROUP
WATER QUALITY CFr. TUnni
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW
WaRO PROJECT # !3-033--` WQ SUPERVISOR: TH E
REVIEWER: SAWYER DATE: G`f?g3
WETI AN D INFORMATION FOR CENTRAL OFFICE TRACKING / ,,
PERMIT YR: 9 PERMIT NO.: COUN'T'Y: /
PROJECT NAME: ?1
PROJECT TYPE: Low` PERMIT TYPE: (/?E
COE #: DOT #:
RED FROM CDA: -49-M) DATE FROM CDA:
REG OFFICE: WaRO ?? ?=J: ?(2 6
STREAM OR ADJACENT WATER BODY( CLASS: 50+ STREAM INDEX OPEN OR OS
WL IMPACT: - WL TYPE: 9 - g rS t?CB.a?
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: RATING SHEET ATTACHED?
RECOMMENDATION: ISSUE ISSUE/COND DENY OLD
STORMWATER PLAN REQ'D:
PROJECT DESCRIPTION:
WATER ,QUALITY CERT. (401)
CERT. REQ'D:
IF YES, TYPE:
SEWAGE DISPOSAL
IF YES, DATE APPROVED: '
TYPE OF DISPOSAL PROPOSED:
(EXISTING, OPOS EPTIC TANK C.)
TO BE PERMITTED BY:
(DEM, DH COUNTY
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATERNEPLAN D FILL
AREA OF FILL: WATER: - v -- WETLAND: - a
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED : -- O
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WARD; Central Files; DCM Field Offices; COE Washington office
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project:
Project No.: 3 ?d3 3F ?'
Date Received:
Date Comment:
12 Description of Project: /
sew' e.? e d
Comments:
1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME ,Warren Everhart
2. LOCATION OF PROJECT SITE In Upland T
the end of SR 1356 in Ocracoke Village in
PHOTO INDX: 1989: 5 197 4, GR S-15,16
STATE PLANE COORDINATES: X: 2,906
Ocracoke Quad
3.
rent Subdivision on "Southward Creek" at
Hyde County, North Carolina
,T-151984: 148-370, GR T-9,10,11-9
,800 Y: 510,400
INVESTIGATION TYPE: DREDGE & FILL Yes CAMA
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 18 November '92 30 March '93
(B) WAS APPLICANT PRESENTS No
Yes
3 June '93
No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 3 June 1993
OFFICE Washington Regiona Office
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Hyde. County - Ocracoke
LAND CLASSIFICATION FROM LUP Conservation
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS X PUBLIC TRUST WATERS
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES__L_ NO
(D) INTENDED USE: PUBLIC PRIVATE-_ COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED Central Collection system comprised of 3 1440 GPD tank-, and I
nitrification fields
(F) TYPE OF STRUCTURES: EXISTING Non
PLANNED 202' x 17' Timber Span Bridge -
(G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED O'T'HER
Coastal Wetlands and 404 0 0
(B) NON-VEGETATED WETLANDS:
(C) OTHER: Upland Areas
Road bed and nitrification fields
(D) TOTAL AREA DISTURBED:
29,200 ft2
29 -200 ft2
(E) PRIMARY NURSERY AREA : YES NO X
(F) WATER CLASSIFICATION:? SA OPEN: YES NO X
8. PROJECT SUMMARY: Applicant proposes to construct a 202' x 17' timher center
span bridge with 18' horizontal and 12' vertical c]earances
Everhart
Egret's Nest
Hyde County
PROJECT SETTING
The applicant owns a six-acre tract of land that is bordered to the north by the Pamlico Sound,
to the west by a creek locally called "Southward" or "Tolson's Creek", to the east by an
unnamed creek, and to the south by an extensive intertidal marsh. There is a deeded easement
or right-of-way on the mainland. The project is located in the Upland Trent Subdivision of
Ocracoke Village in Hyde County, North Carolina at the end of SR 1356. The project site is
located approximately 0.25 miles upstream from the mouth of "Southward Creek". The creek
is approximately 200' in width at the mouth, 170' at the project site, and quickly narrows down
to 30'-40' wide at its" upper end. A 200' long by 25' wide by -4.5' deep channel was recently
dredged through a natural sand shoal near the mouth of the creek thus connecting it through
another channel to the deeper waters of the Pamlico Sound. Water depth averages between 2.5'
and 3.5' below MHW along the remainder of the creek. On the mainland side of the creek there
is a 10'-20' fringe of coastal wetlands dominated by black needlerush Juncus roemerianus. Salt
meadow grass SSpartina a? tens, smooth cordgrass S. alterniflora, salt grass Distichlis s in cats, and
glasswort alicornia spp. are also present. Bordering the island on the east side of the creek is
a narrow fringe (6'-8') of black needlerush, salt meadow grass, and smooth cordgrass. The
natural upland vegetation on the mainland as well as the island is typical of a maritime shrub
thicket with various grasses and red cedar uni rus vir ing ian a dominant. Around most of the
island, between high ground and Coastal Wetlands is a narrow 404 jurisdictional wetland area
dominated by groundsel tree Baccharis halimifolia. The mainland side is semi-developed with
several houses adjacent the 40' access easement. The island is currently in its natural and
undeveloped state. "Southward Creek" is classified SA by the Division of Environmental
Management. The area is closed to shellfishing by Shellfish Sanitation and is not classified as
a Primary Nursery Area.
PROJECT DESCRIPTION
The applicant proposes to provide access to an island by constructing a 202' long by 17' wide
salt-treated timber bridge over Southward Creek. The proposal calls for an 18-foot wide center
span bridge with a 12' vertical clearance at mean high tide. The bridge is to be located at the
end of an existing deeded private right-of-way and will cross "Southward Creek" to a 40'
easement on the island. Four 3-pile dolphin clusters will be placed adjacent the bridge
protecting the center span. Additional upland development outside the estuarine shoreline
involves construction of a 910' long X 20' wide road, installation of a central collection system
involving three nitrification fields measuring 50' X 70', 40' X 90', and 30' X 130'. The 6-acre
tract has been subdivided into nine residential lots. No dredging either prior to or during
construction of the bridge is proposed.
Everhart
Egret's Nest
Hyde County
ANTICIPATED IMPACTS
The project as proposed would span approximately 3466 fe of Public Trust Area/Estuarine
Waters. Navigability previously restricted primarily by shallow water ranging from -2.5' to -
3.5' MHW upstream of the bridge area will now have the additional physical limitation of an
18' wide by 12' high opening. All filling activities will occur outside coastal and 404 wetlands.
The narrow fringe of coastal wetlands along both approaches are to be bridged, thus there will
be no direct impact and only limited indirect impacts due to shading. Temporary construction
impacts would be associated with the driving of the pilings and would result in a localized,
short-term increase in turbidity. Since the proposed construction technique is from barge based
equipment, the greater impact although limited in duration to the construction period, may be
from bringing equipment (i.e. barges and tugs) into the small creek. Ancillary activities
including the construction of the road bed and nitrification fields will be outside the 75'
Estuarine Shoreline.
M. Ted Tyndall - Washington Regional Office - 9 June 1993
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'lease type or print. Carefully describe all anticipated
ievelopment activities, including construction., excava-
ion, filling, paving, land clearing, and stormwater con-
rol. If the requested information is not relevant to your
)roject, write N/A (not applicable). Items 14 and9
must be completed for all projects.
1 APPLICANT
L Name Warren Everhart
Address P.O. Box 526
City Ocracoke State NC
yp 27960_Dayphone (9191928-1921
Landowner or X Authorized agent
b. Project name (if any) Egret' s Nest
if the applicant is not the landowner, also give the
owner's name and address.
Hettie Tolson Johnson / JAmes _
B Johnson PO Box 519 Ocracoke
Leonard Mack Tolson Trust
PO Box 519 Ocracoke, NC 27960
2 LOCATION OF PROPOSED
PROJECT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Ari vat•P -
d. Describe the planned use of the project.
A6cess _1igm?ly-Residential
4 LAND AND WATER
CHARACTERISTICS _
IL Size of entire tract 6.0+ Acres
b. Size of individual lot(s) 12 , 18 4 SF to 42510 SF
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+ 4'
d. Soil type(s) and texture(s) of tract
See attached Hyde County Site Eval.
a. Street address or secondary mad number
East end of SR 1356 e:
b. City, town, community, or landmark
ncracoke, NC 27960
c. County Hyde
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Pamlico Sound
3 DESCRIPTION AND PLANNED USE
. OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier).
See Attached
3/91

f.
Vegetation ontract Cedars and Grass- 404
and coastal wetlands(404 wetlands
delineated on attached plat.)
Man-made features now on tract None
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X Conservation * Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? NO If so, by whom?
* See Attached Explanation

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, o F ami 1
structures proposed Nine Singt P- y
Homes
b. Number of lots or parcels 10
c. Density (Give the number of residential units and the
unitsperacre.) Nine Residential Units
1.5 Units Per Acre
d. Size of area to be graded oidisturbed
2.135 square et
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N,/A
f. Give the percentage of the tract within 75 feet df
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
5 - 10%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
River Rock Over Clay
m. Water supply source Ocracoke Sanitary Distr
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
h. If applicable, has a stormwater management plan Other (break- TIMBER
been submitted to the Division of Environmental water, pier, Span
Management?n boat ramp. Bridge
L Describe proposed sewage disposal and/or waste rock jetty)
water treatment facilities. Fill placed in
Central c-o1lection_ sy_ste_m wetland or below
comprised of 3 1440 GPD tanks and 3 W
nitrification fields - See Attached ROAD BED
Permits Upland fill
j. Have these facilities received state or local approval? SEPTIC
Yes areas FIELDS
Length Width Depth

202' 17'

.tai? 3i{!':t? YCi
910, 20'

7 0'
;:v:

k. Describe existing treatment facilities.
None
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").! None
130 30
b. Amount of material to be excavated from below
water level in cubic yards N/A
c. Type of material N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
N/A
e. High grouhd excavation, in cubic yards
None
2 . 3/91
Dimensions of spoil disposal area
N/A
;. Location of spoil disposal area N/A
i. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? N/A
If so, where?
Does the disposal area include any marshland,
swampIA r water areas?
k. Will the fill material be placed below mean high
water? NO-
1. Amount of fill in cubic yards 1390 cu Yds.
m. Type of full material Sand, Marl, Stone' local
re ge spoil or san
a Sourceoffillmateriallartin Marietta New
Bern for stone,marl and clay
o. Will fill material be placed on match or other
wetlands? _ • NO
p. Dimensions of the wetland to be fulled
None
q. How will excavated or fill material be kept on site
and erosion controlled?
The fill areas will have a 4:1
s oot , hip a _edPd anti gnrrminAed
aracc i c
by silt enee until
established.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dreage)7 Backhoe
s.
c. Shoreline erosion during preceding 12 months, in
feet 0
d. Type of bulkhead material _1t1 /A
e. Amount of fill, in cubic yards, to be placed below
mean high water
f. 't`ype of fill material N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
Will wetlands be crossed in transporting equipment the like.
to project site? _ap If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
The bridge will span above f rincre may have been developed in consultation with the
404 and coastal wetlands all con- Division of Environmental Management.
struction activity will occur outside
7 SHORELINE STABILIZATION
L Length of bulkhead or riprap N/A
b. Average distance waterward of meam.high water or
normal water level VA.
3/91
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.

Name Howard Tolson
Address PO Box 254
Ocracoke, NC 27960
Name David Tolson
Address PO Box 44
Ocracoke, NC 27960
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
Hettie Tolson/Mack Tolson Trust
PO Box 519
Ocracoke, NC 27960
A list of previous state or federal.. permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Non
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted 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 application and follow-up monitoring of
project.
This is the -day of j'Ov?C ,1929-5
X 14'/ " Oar _?
Landowner or Authorized agent
?.,yQrhar? t c) Qo_f -Qs
J?
? s
s?
4 3191
3a. The proposed development activities will include constructing a
202' long 17' wide salt-treated timber bridge with a center span
18' wide and 12' off the water at high tide. The center span will
be protected by four 3-pile dolphin clusters, consisting of three
12"x30' slat-treated pilings located 3' off both sides of the
bridge 18' apart. The dolphin clusters will be illuminated according
to Coast Guard recommendations. The bridge will be built to NCDOT
18,000 lb. axle load specifications.
The bridge and associated utilities and road will be built with
pilings and lumber transported via the Hatteras Ferry on flat-bed
trucks. Clay,stone, and marl will be trucked from Martin Marietta
in New Bern, NC via the Cedar Island Ferry. Material and land-
based equipment will be parked and stored on a lot owned by the
project owner and located adjacent to the right-of-way designated
on the attached plat.
All construction and fill activity will occur outside of the ACOE
404 and CAMA wetlands and will be serarated by a silt fence. All
land based construction will be from existing right-of-way and
span fringe wetlands using a rubber tire crane. Pile driving will
be done from a barge anchored in Southward Creek off shore of the
fringe wetlands. At no time will equipment or material be located
within the ACOE 404 or CAMA wetlands. No dredging will be required
to facilitate construction of this bridge.
The bridge will be located at the end of an existing deeded private
right-of-way in use at this time(referenced in the attached deeds
and shown on the attached plat) and continue across Southward Creek
to a private 40' easement which will be surfaced with river rock
over clay to provide access to the subject property.
The subject property is approximately 6 acres which has been sub-
divided into 9 single family residential lots varying in size from
12,000to 42,000 sq.ft. This 9 lot subdivision will be known as
Egret's Nest and has received septic approval from the Hyde County
Health Department for 9 four-bedroom residences serviced by 3 1440
GPD LPP Systems. Water service will be provided by the Ocracoke
Sanitary District via 9 meters which have been purchased.
4g. The detail of the Ocracoke Land Classification Map is not of such precision and/or scale to take
into consideration high ground or upland areas that are surrounded by "wetlands" designated as
conservation. Therefore, the high ground area for planned development is shown in the conser-
vation class. However, based upon the definition of "Rural Class" on page 2 section III of the
Hyde County Land Use Plan, I conclude that the proposed upland development is consistent with
their definition of "Rural Class."
Everhart & Associates, Inc. - P.O. Box 526 - Ocracoke - North Carolina 27960 - 919-928-1921
THIS DEED, made and entered into this the 24th day
of September, 1992, by and between MYRTLE PRICE JOHNSON,
(widow), of Box 175, Oak City, North Carolina, 27957, party o:
the , first part, and HETTIE TOLSON JOHNSON AND HUSBAND, JAMES
B. JOHNSON,, of Hyde County, North Carolina, parties of the
second part, OCT 1 - 1992
W I T N E S S E T H:
That said party of the first part, for One ($1.00)
Dollar and the natural love and affection which said party of
the first part has toward the said parties of the second
part, the receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does bargain, sell,
grant, and convey unto the said parties of the second part,
their heirs and assigns, those certain tracts or parcels of
land located in Ocracoke Township, Hyde County, State of Nortl
Carolina, and definitely described as follows:
FIRST TRACT: That certain lot or parcel of land
located in Ocracoke Township, Hyde County, North
Carolina, the same being shown as Lot No. "6" on a
map entitled "Map of David Tolson Heirs Subdivision
Section 1," prepared by E. B. Grant, Jr., R.L.S.,
under date of February 4,•1980, a copy of which is
of record in the Office of the Register of Deeds of
Hyde County, North Carolina, in Plat Cabinet B,
Slide No. 1148, and is made a part hereof for the
purpose of description.
SECOND TRACT: That certain lot or parcel of land
located in Ocracoke Township, Hyde County, North
Carolina, the same being shown as Lot No. "6A" on a
map entitled "Map of David Tolson Heirs Subdivision
Section 1," prepared by E. B. Grant, Jr., R.L.S.,
under date of February 4, 1980, a copy of which is
of record in the Office of the Register of Deeds of
Hyde County, North Carolina, in Plat Cabinet B,
Slide No. 114B, and is made a part hereof for the
purpose of description.
THIRD TRACT: That certain lot or parcel of land
located in Ocracoke Township, Hyde County, North
Carolina, the same being shown as Lot No. "6B" on a
map entitled "Map of David Tolson Heirs Subdivision
Section 1," prepared by E. B. Grant, Jr., R.L.S.,
under date of February 4, 1980, a copy of which is
of record in the Office of the Register of Deeds of
Hyde County, North Carolina, in Plat Cabinet B,
Slide No. 114 B, and is made a part hereof for the
purpose of description.
TOGETHER WITH AN EASEMENT OR RIGHT OF WAY as shown
on said map running from Arretta Street to be used by the heir
at law of David S. Tolson as a means of ingress and egress fro
and to Arretta Street.
,1
r
.d
.a
E
II John S. Fletcher, II, Attorney at Law I
P. O. Box 247, Swan Quarter,
HYDE COUNTY North Carolina 27885
TO HAVE AND TO HOLD the ddforesaid tracts or parcels
of land and all privileges and appurtenances thereunto
belonging to them, the said parties of the second part, their
heirs and assigns, to their only use and behoof in fee simple
absolute forever.
And the said party of the first part does for
herself and her heirs, executors, and administrators, covenant
to and with the said parties of the second part, their
executors, administrators, heirs and assigns, that she is
seized of said premises in fee and has the right to convey the
same in fee simple; that the same is free a clear of tall hat
encumbrances except taxes due Hyde County, if any, she hereby forever warrants and defends the title to the same
against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said party of the first
part has hereunto set her hand and seal the day and ear
first above written. t .K
MYRTLE PRICE JOHNSON
STATE OF NORTH CAROLINA

COUNTY OF
a Notary
Public in and for sa ounty and state do hereby certify that
I'
MYRTLE PRICE JOHNSON (widow), personally appeared before me
this day and acknowledged the due execution of the foregoing
instrument. *(J
da
-If
Witness my hand and Notarial seal this the
of September, 1992.
,n rN
tart' Public
My commission expires: I0'(ylsic.o
NORTH CAROLINA
HYDE COUNTY { I tl?
Theforegoing certificate of
a Notary Public in and for said county and sta Ais? ctified
to be correct. This instrument was presented for registratic
this day and hour and duly recorded in the office of the
Register of De ds of Hyde County, North Carolina, in Real
Estate Book M, at Page
This the y? day of'$eptember, 1992, at
o'clock ?. M.
?q'
R ISTER OF OE S
Hyde County., Nor rolina
Indexe4 1
Grantor [it/ Grantee p

V
by ..............
LORA E, MOONEY
WITH Of DERS
HYDE IOWNTY, H.O.
Mail after recording to ......Hattie Tolson Johnson /tp d-v 5-7
..P.OS.t..Office.. BoM..S19....Oazaaake....NG.... 27..9.60 ........................................................................................................................
This instrument was prepared by .......Leanard..G.... Logan..Jr...,..P..A. ....................................................... ..... ...... ......._......
.. ....
Brief description for the Index
Lots 2 7 7A & 7B David Tolson H irs Subdivision
NORTH CAROLINA GENERAL WARRANTY DEED OF GIFT
THIS DEED made this ...21st • . day of ..........September • .•.. ......... - , 19 ... 1.92 by and between
GRANTOR
LEONARD MACK TOLSON, unmarried
GRANTEE
LEONARD MACK TOLSON TRUST
c/o Hettie Tolson Johnson
Post Office Box 519
Ocracoke, NC 27960
Enter in appropriate block for each party: name, address, and, it appropriate, character of entity, e.q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the Cxixxdx .
.....................................................Ocracoke.............................. Township,
Hyde ................ ....... ...... _ ..... County, North Carolina and more particularly described as follows:
Lot No. "2", Lot No. "7", and Lot No. "7A", on a map entitled "Map of David Tolson Heirs
Subdivision Section 1", prepared by E. B. Grant, Jr., R. L. S., under date of February 4, R
1980, a copy of which is of record in the Office of the Register of Deeds of Hyde County,
North Carolina, in Plat Cabinet B, Slide No. 114B, and is made a part hereof for the
purposes of description; and Lot No. "711" shown on map entitled "Map of David S. Tolson
Heirs Subdivision Section 2", prepared by E. B. Grant, Jr., R. L. S., under date of July
24, 1980, a copy of which is of record in the Office of the Register of Deeds of Hyde
County, North Carolina, in Plat Cabinet B. Slide No. 119-B, and is made a part hereof for
the purpose of description.
TOGETHER WITH AN EASEMENT OF RIGHT OF WAY as shown on the first map hereinabove
referred to, running from the Arretta Street to be used by the heirs at law of David S.
Tolson as a means of ingress and egress from and to Arretta Street.
The preparer of this deed has not conducted any title examination or otherwise certified
title to the property conveyed herein.
,
,
N. C. asr Assoc. Form No. J O 1976. Revised ® 1977 -,..., wea,e • co.. i.e.. sea m. vea.uwn,, a. a vac
h4 WwM.....,wel,.l.N. C. e. Mee.-.Ial

Tax Lot No ........................................................................................... Parcel Identifier No...........................................................................
Verified by ........................................................................ County on the ................ day of ........................................................, 19............
14q]673
The property hereinabove described was acquired by Grantor by instrument recorded in ..............................................................
Deed Book 113, at page 420, Hyde County Registry ............... .......................................
..........................................................................................................
A map showing the above described property is recorded in Platffi@Ak Cabinet.-B • •••••••.• iQltM..Slide••No. 114B & 119B
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor Is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Subject to easements, restrictions and zoning ordinances of record in the Hyde County
Registry.
Subject to 1992 ad valorem taxes.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or it corporate, has caused this Instrument to be signed in Its
corporate name by its duly authorized office a and Its seat to be hereunto affixed by authority of its Board of Directors, the day and year firs
above written. v
.-_.-_J_ (SEAL)
icurVunie N>tmei ya LEONARD MACK TOLSON, unmarried
By: ----------------------------------------------------------- CQ ------------------------------------------------------------- (SEAL)
w
----------------------------President .?
U -(SEAL)
ATTEST. •rC7
-------------------------------------------
q
---------------------------------------------------------------
(Corporate seat) - - - (SEAL)
------------------°--------secretary sW
?+ ----------•-----------------------
'er?'•'' NORTH CAROLINA _ --------------
' County
;??• I, a Notary Public of the County and state aforesaid, certify that ----------
- --- cr.oler,
-LEONA1M_MACK-_TOLSON,._unma=:Led-----------------------------
r ' ZZI " u personally appeared before me this day it acknowledged the execution of the foregoing Instrument. Witness my .
•':•, ,: M hand and official stamp or seal, this -- day of --- Septelg4er - - -
.. , FiV/(?r t 1 lei M6 _ _k/Notary Public
My commission expires: (I /]? S
NORTH CAROLINA, --------------------
SEA).-STAMe -County.
1, a Notary Public of the County and state aforesaid, certify that ------------------------------------------
personally came before me this day and acknowledged that -_.- he Is --------------------------- Secretary of
a North Carolina corporation, and that by authority duty
----
q given and as the set of the eorporallon, the foregoing Inatrument was signed In Its name by Its _._-_-_.».
• President, sealed with Its corporate seal and attested by ------------as Its --------------------------- secretary.
e,
P
Witness my band and ottleW stamp or seal, this .......day of __------------------------ _ 19 _.______.
141Y commission expires: __,A -------- 7r1L--------------------------------------------- ---------• Notary Pubtle
-------------
T)1! tore o ug ttrlrate ) of '?frlL_ --- - ?•JL?'` '-?= f ?lt(t'L'tt4_
csl? Jt-_`?o??. ?`-------------------------------------------------------------------------------------- --- --- -
Isi ar ?j erllfird to be torreeR TAU Instrument and this certificate are duly registered at the date and time and In the Book and Page shown on the
drat ge her ot.
n' n --REGISTER OF DEEDS FOR JI ---------------COUNTY
Deputy/Assistant-Register of Deeds +
Indexed
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Taylor Bros. Marino Construction, 1n.c.
Marine Engineering & Construction
P.O. Box 837 •
Beaufort, N.C. 28516 Phone
1.919.726-2525
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Marine Engineering 8. Construction
P.O. Box 837
Beaufort, N.C. 28516 Phone
1-919-728-2525

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Marine Enginoering & Constructlon
P.O. Box 837
Beaufort, N.C. 28518 Phone
1-919-728-2525,

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HYDE COUNTY SITE/SOIL EVALUATION
4aw., Permit #
SC it;s,
7 <3 Evaluation by: Auger Boring
-aw utial V Commercial
FACTORS PROFILE
11 PROFILE
2 PROFILE
.3 PROFILE
4 PROFILE
5
,LOPE M 1
V itS 4? S 19
SAYER I " t? it Oil to qp)lf 11 to II 7-11 t O 11
Texture Group ak sc"C
Consistence Lrm LOD L oo Loo LIW
Structure

Mineralogy _?
SAYER II " to to to to to
Texture Group
Consistence
Structure _
Mineralogy -
.AYER III " to to to to to
Texture Group
Consistence
Structure
Mineralogy
SAYER IV " to to to to to
Texture Group
Consistence
Structure
Mineralogy
OIL WETNESS
ESTRICTM HORIZON .- SN
LASSIFICATION k5 PIN
PD FT3 RATE
VAILABLE SPACE:
ITE CCLA J?CXI
EM S
V If
UNS
k LONG-TERM ACCEPTANCE
V I X'
TEXTURE
s - sand
is - loamy sand
sl - sandy loam
1 - loam
si - silt
sil - silt loam
icl - silty clay loam
cl - clay loam
scl - sandy clay loam
sc - sandy clay
sic - silty clay
c - clay
?`+! -- LEGEND
SLOPE
0-15%
15-30%
>30%
STRUCTURE
cr - crumb granular
bk - blocky
(peds <1 in.)
(peds >1 in.)
pl - platy
pr - prismatic
sg - single grain
.m - massive
!i.2
CONSISTENCE
Moist
fr - friable
fi - firm
loo - loose
Wet
ns - non-sticky
s - sticky
np - non-plastic
p - plastic
MINERALOGY
1:1, 2:1

HYDE COUNTY SITE/SOIL EVALUATION
"M?uaw Permit #
ocation: rd 61CRs '
ate of Eval: -7-)-7-,q7,-' P-1- Evalyation by: Auger Boring v1 I
stimated Flo ,,k RMidential ? Commercial
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FACTORS PROFILE PROFILE
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P9 PROFILE PROFILE
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it to tu? " " to4po " " to
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Mineralogy
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Texture Group
Consistence
Structure
Mineralogy
AYER III " to to to to to
Texture Group
Consistence
Structure
Mineralogy
AYER IV " to to t to to
Texture Group _
Consistence
Structure
Mineralogy
OIL WETNESS ZZ=L?1' z f- z ??.- Z 1- ' 1= Z`
BSTRICTIVE HORIZON
LASSIFICATION
PD FT1 RATE _ r) • (n
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JAILABLcE?SPACE:
LM02KS •P 1 el_u
TEXTURE
s - sand
is - loamy sand
sl - sandy loam
1 - loam
si - silt
sil - silt loam
icl - silty clay loam
cl - clay loam
scl - sandy clay loam
sc - sandy clay
sic - silty clay
c - clay
STRUCTURE
cr - crumb granular
bk - blocky
(peds <1 in.)
(peds >1 in.)
pl - platy
pr - prismatic
sg - single grain
m - massive
Wet
ns - non-sticky
s - sticky
np - non-plastic.
p - plastic
MINERALOGY
1:1, 2:1

SLOPE CONSISTENCE
0-15% Moist
15-30% fr - friable
>30% fi - firm
loo - loose
wner/Applicant:
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Consistence O
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Mineralogy
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Mineralogy
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Texture Group
Consistence
Structure
Mineralogy
WER IV " to If " to to to it " to
Texture Group
Consistence
Structure
Mineralogy
)IL WE'T'NESS
3STRICTIVE HORIZON
1
LASSIFICATION
PD/ FT3 RATE 10.6
7AILABLE SPACE: _
[TE CLAS-,BFI CATION

TEXTURE SLOPE
s - sand 0-15%
is - loamy sand 15-30%
sl - sandy loam >30%
1 - loam
si - silt STRUCTURE
ail - silt loam cr - crumb granular
Lcl - silty clay loam bk - blocky
cl - clay loam (peds <1 in.)
3cl - sandy Clay loam (peds >1 in.)
sc - sandy clay pl - platy
sic - silty clay pr - prismatic
c - clay sg - single grain
m - massive
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CE PLATE: O,<v C?Wl
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ye a `vwS ?Gu GrG
CONSISTENCE
Moist
fr - friable
fi - firm
loo - loose
t

Wet
ns - non-sticky
s - sticky
np - non-plastic
p - plastic
MINERALOGY
1:1, 2:1

HYDE COUNTY SITE/SOIL EVALUATION
LAND USE
IMPROVEMENT PERMIT
OWNER:
ENVIRONMENTAL HEALTH DIVISION
HYDE COUNTY HEALTH DEPARTMENT
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PROPERTY LOYATION:

TYPE STRUCTURE:
'
NO. BEDROOMS: 12

WATER SOURCE: ,( . I/M n'1 u.rt, 4x
Site/Soil Class Ph V k;y i int )
Soil Application Rate GFeD
Size of Tank3- 1,001)c,'Le ,5•t £ Z?ltix- PE Gal.
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Nitrification Field ';_2(-1 00 F'I'B
No. Lines 8 Q ft. long each
5
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below ground surface
Trench Bed
NOTICE: 4-1
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
tile-10 ft., 10 ft. Upslope & 25 ft. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior P
health department approval or,
Do not cover any portion of system until approved on
final inspection.
Existing
New
Repair
i'1 A - 12-11 DATE: I _ 16 i C3

SEPTI TAN
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PROV;D _ i-
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IMPRq'VEM E YVIIS PERMIT Th permit is valid fors years from the date of issilaance unless
the site plans or the intended use of this site change. The
Sanitarian permit is then subject to revocation.
HCHD 3-88 OWNER
r_R. v. lA 89.•,
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LA1,ID USE
IMPROVEMENT PERMIT
R:
ENVIRONMENTAL HEALTH DIVISION Existing
HYDE COUNTY HEALTH DEPARTMENT New _
Repair
0CI(A_(6k .- K C ZT-160
F ,PROPER LOCAT ON: ,( Tr 46""
i3 t"?e
TYPE STRUCTURE: 3
NO. BEDROOMS:
WATER SOURCE V VA
Site/Soil Class t o V w v?? c,1?.,? tuP,t.
Soil Application Rate GFt2D
Size of Tank - IDWC4 J. . i 06 P-T Gal.
Nitrification Field Z-q D 6 ' F117
No. Lines @ &0 ft. long each
Trench Width Cw_ - -1 ft.
Maximum Trench Bottom Depth I V%n kal - in.
below ground surface
Trench Bed
NOTICE:
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
tile-10 ft., 10 ft. Upslope & 25 ft. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior
health department approval or,
Do not cover any portion of system until approved on
final inspection.
IMPROVEMYTO, PERMIT BY-'
U Sanitarian
HCHD 3-88
I DATE: I - 1 -

SEPTIC T ANK SYST EM
LOC T10 PRdV D ' -

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This permit is valid for 5 years from the date of issuance unless
the site plans or the intended use of this site change. The
permit is then subject to revocation.
OWNER q.- Ids C1C f7 - t C>ctM? -4-c> p o t
Liu
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Rev,.10-89 . ..
LAND USE
IMPROVEMENT PERMIT
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PROPEITY 1
TYPE STRUCTURE:
ENVIRONMENTAL HEALTH DIVISION Existing
HYDE COUNTY HEALTH DEPARTMENT New
Repair
PHOP EDATE:
C
NO. BEDROOMS: Z
WATER SOURCE- 6 mrnw^ +4t- -
Site/Soil Class f o v v?, QL
Soil Application Rate b. L C_VI? GFtY L
Size of Tank I - I .0DOcaJUc,,.'&T r z cf f-"ei
Nitrification Fi d 2-`? 0 S. FTQ
No. Lines @ 1 Z ft. long each
Trench Width L + ' ft.
Maximum Trench Bottom Depth 16lt IlJ in.
below ground surface
Trench ? Bed
NOTICE:
Minimum horizontal separation of sewage disposal sys-
tem from nearest: Well-100 ft., Waterline-10 ft.,
Foundation-5 ft., Property line-10 ft., Ditch/subsurface
tile-10 ft., 10 ft. Upslope & 25 ft. downslope, Stream
canal, marsh or coastal waters-50 ft., S/A Waters-100 ft.
Do not alter the location of this system without prior Y_
health department approval or,
Do not cover any portion of system until approved on
final inspection.
1, KJl(? { r5 1?? ?f3? i4?i :V??r G - }O q?
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IMPROVEME ?T?. PERMIT Bi ` s peAit is valid fbr 5 years from the date of issuance unless
the site plans or the intended use of this site change. The
Sanitafian perms i then subject to revocation. , i
HCHD 3-88 OWNER G)M _. J C ?i?•+,? U LL ( 4.. 1 11 ?L
Rev. 10 89 use. ?,, , }i? 6w(1- 0 C'C+ Ut •1M .?? 1,'G i

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OCIVUER: ,
• Complete items 1 and/or 2 for additional services,
• Complete Items 3, and 4a a b•
I also wish to receive the
• Print your name and address on the reverse of this form so that we can following services (for an extra
return this card to you
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, fee):
• Attach this form to the front of the mailpieee, or on the back If space ,
does not permit. ? Addressee s Addres
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• The Return Receipt Fee will provide you the signature of the person d
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PS Form ,November 1990 Ou.S. GPO: 1991-297-0as
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DOMESTIC RETURN RECEIP
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SENDER:
• Complete Items 1 and/or 2 for sddkional services. I also wish to receive the
• Complete Items 3, and 4a & b.
• Print your name and address on the reverse of this form so that we can following services (for an extra ,
fee):
return this card to you.
• Attach this form to the front of the mallpieco, or on the back M space 1. ? Addressee's Address
does not permit.
• Write "Return Receipt Requested" on the mailpiace below the article number
• Th
R 2• ? Restricted Delivery
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eturn Receipt Fee WIN provide you the signature of the person delivers
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to and the date of delivery. Consult Postmaster for fee.
3. Article Addressed to: 4a. Article Number
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7. Date of Delivery
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5. slurs (A ress 8. Addressee's Address (Only if requested
and fee is paid) +
8. Signature (Agent) +

PS Form 3811, November 1990 *u.s.oPo:1991-xs?.oea DOMESTIC RETURN RECEIPT --
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