25512_NC DIV. OF WATER RESOURCES_20000501

CAMA and DREDGE AND FILL
G E N E R A L
PERMIT
as authorized by the State of North Carolina
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name Phone Number
Address
City
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
State zip
PROJECT DESCRIPTION SKETCH
Pier (dock) Length t~C,
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(SCALE:
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A
Groin Length
number
Bulkhead Length '
max. distance offshore
�
077
Basin, channel dimensions l "
cubic yards
Boat ramp dimensions
Other
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This permit is subject to compliance with this application, site drawi
and attached general and specific conditions. Any violation of these terms
applicant's signature
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.i-
This permit must be on the project site and accessible to the permit of-
permit officer's signature
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
issuing date expiration date
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
attachments
In issuing this permit the State of North Carolina certifies that this project
'�%• t�(� '`�ti "��l` �"'
is consistent with the North Carolina Coastal Management Program.
, r.�� ��k. il application fee

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
April 28, 2000
JAMES B. HUNT JR.
GOVERNOR
BILL HOLMAN N.C. Division of Water Resources
SECRETARY c/o Stephen M. Webb
1611 Mail Service Center
Raleigh, N.C. 27699-1611
DONNA D. MOFFITP
DIRECTOR _ Dear Stephen.
Attached is General Permit #C-25512 to install 160' of rock rip rap at property located off NC
Hwy 33, approximately 1.7 miles northwest of Hobucken, Pamlico County.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the yellow and pink signed copies to us in the enclosed, self-
addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
M. Scott Jones
Coastal Management Representative
MSJ/rcb
Enclosures
'IN AM6F7 GJl"":
MOREHEAD CITY OFFICE
HESTRON PLAZA I1, 151-B HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

• Complete items 1 and/or 2 for additional services.
• Complete items 3, and 4a & b.
• Print your name and address on the reverse of this form so
that we can return this card to you.
• Attach this form to the front of the mailpiece, or on the
back if s ace does not ermit
I also wish to receive the
following services (for an extra
fee):
1. El Addressee's Address
� p P
• Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery
the article number. Consult postmaster for fee.
3. Article Addressed to:
WiNerIveavr
�D hD � 10
tern MC 2b,500
5. Signature (Addressee)
'I. Signature (AgerjWy _
4a. rticle Number
4b. Service Type
❑ Registered ❑ Insured
Certified ❑ COD
❑ Express Mail 1 Return Receipt for
` Merchandise
7. Date of
8. Addressee's Address (Only if requested
and fee is paid)
':orm 3811, OctiMer 1990 *U.S. GPO: 1990-273-Ni DOMESTIC RETURN RECEIPT

United States Postal Service
Official Business
P M m
S 3
LOGO _
i
PENALTY FOR PRIVATE
USE, $300
Print your name, address and ZIP Code here
Div of Wa6- !zs r s
NCj [Ziqfl/Fj�/���(�l r!
114141111t1f1 tl ftfl!!!!It! tf
t

• Complete items 1 and/or 2 for additional services.
• Complete items 3, and 4a & b.
• Print your name and address on the reverse of this form so
that we can return this card to you.
• Attach this form to the front of the mailpiece, or on the
back if space does not permit.
• Write "Return Receipt Requested" on the mailpiece next to
the article number.
I also wish to receive the
following services (for an extra
fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
3. Article Addressed to: 4a. �ti�� umber y,
. +- Dn ComrnanCU V L
uS COS+ l owo 5,60n 4b. Service Type
❑ Registered El Insured
�en�Va Del i i �D!) ( Certified ❑ COD
Y (�( CC U C 1((�� Express Mail A Return Receipt for
Merchandise
helbac
;` ��
�r[e Date of Delivery n NC
5. Sign ture (Adds
6. Signature (Agent) I"
rPP A ?,K- jq' SPI L,L-0
>see's Address (Only if requested
e is paid)
PS Form 3811, October 1990 *U.S. GPo: 'I�ft-273N/60MESTIC RETURN RECEIPT

United States Postal Service
n r. N
Official Bus'
L
FEB 14 2000 2000
DIVISION OF P M
,p5531 PENALTY FOR PRIVATE
%HATER RESOURCES USE, $300
" Print your name, address and ZIP Code here
IV D Wafer RPS6� �� rwS
�
1 I �Yla.i�Serd��
N( ZgUgq-jt�t1
1 �'lil�i►,,,►ii�,Iiii,sl�i
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XMA
A A .
NCDENR
.TAMES B. HUNT JR.
GOVERNOR
BILL HOLMAN
SECRETARY
JOHN N. MORRIS
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 5, 2000
Mr. Scott Jones
Division of Coastal Management
151-B Hwy. 24, Hestron Plaza II
Morehead City, NC 28557
DIVISION OF WATER RESOURCES
Subject: Transmittal of CAMA General Permit Application
Intracoastal Waterway Shoreline Erosion Mitigation
Hobucken, Pamlico County
Dear Mr. Jones:
As we have discussed on the phone, DWR wishes to apply for a CAMA
General Permit for emplacement of riprap along the Intracoastal Waterway
(ICW) to mitigate shoreline erosion that is threatening DWR's Hobucken
monitoring well nest in Pamlico County. Please find enclosed the following
materials supporting our application request:
• Project specifications and technical drawings: Mr. Ed Floyd, P.E., a
consulting engineer hired for this project by DWR, designed the
project specifications and prepared these materials. Mr. Floyd has
over 40 years experience in engineering, during several of which he
served as the head of the State Construction Office. Mr. Floyd's riprap
emplacement design involves sloping the existing shoreline and
placing riprap along this surface so that no riprap is placed more than
five feet waterward from the existing high water mark. Any excess
soil will be disposed of at the US Army Corps of Engineers dredging
disposal site located south of the Hobucken site. Mr. Floyd estimates
disposal of approximately 165 cubic yards of soil.
• Certified mail receipts from the two adjacent riparian property owners:
The two adjacent riparian property owners are the US Coast Guard
MAILING ADDRESS: 1611 MAIL SERVICE CENTER, RALEIGH, NC 27699-1611
PHYSICAL ADDRESS: 512 N. SALISBURY STREET, RALEIGH, NC 27604
PHONE [phone] FAX [phone]SS8
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST -CONSUMER PAPER

Mr. Scott Jones
April 5, 2000
Page 2of2
Service and the Weyerhaeuser Company. DWR sent project
descriptions to both, along with a cover letter indicating DWR's intent
to apply for a CAMA permit for this project. DWR informed both
Weyerhaeuser and the USCG that they had 30 days from receipt to
provide the Division of Coastal Management with comments regarding
this project.
• Copy of the deed for the referenced site: The deed shows that the State
of North Carolina owns the property. The NC Wildlife Resources
Commission controls the property as part of the Goose Creek Game
Land.
• Copy of a letter from NCWRC granting consent to DWR to complete
the project.
• Copy of funds transfer form. When DWR requested a check for
$50.00 for the permit application fee, DENR administration informed
us that we HAD to perform a funds transfer and would not issue a
check. As shown by this form, we had $50.00 transferred to DCM to
cover the permit application fee.
DWR understands that Tideland EMC has contacted you regarding repair
work they wish to perform on two underground cables located at the
referenced site. DWR understands that you have granted Tideland EMC
permission to perform this repair work in conjunction with our project and
under the CAMA general permit for which we are applying.
Thank you for your continued assistance with this project. If you have any
questions or concerns, please do not hesitate to call me at [phone].
Sincerely,
Stephen M. Webb, G.I.T., C.W.C.
Hydrogeologist

® North Carolina Wildlife Resources Commission
Charles R. Fullwood
Executive Director
January 31, 2000
Mr. Steven M. Webb
DENR, Water Resources
Raleigh, NC 27699
Dear Mr. Webb:
Division of Wildlife Management
David T. Cobb, Ph.D., Chief
Wildlife Resources Commission staff have review your proposed Hobucken Erosion
Mitigation project. We approve the project as proposed with the following stipulations;
1) The road leading to the site be kept in good condition at all times.
2) Complete the project prior to the 2000, 2001 hunting season (September 1,
2000).
Thank you for the opportunity to comment and good luck with the project.
Sincerely,
ib L. Owen Section Eager
Division of Wildlife Management
Telephone [phone]
CF: Earl Gillis

0
TECHNICAL SPECIFICATIONS
SECTION 01010 - SUMMAR Y OF WORK
1.1 General
A. The project consists of repairing an approximately 160-foot section of the west
bank of the Intracoastal Waterway where wave action has eroded more than 25
feet into a monitoring -well site owned by the N.C. Department of Environment
and Natural Resources.
B. Contract documents for this project were prepared by Edwin O. Floyd, P.E. for
the North Carolina Department of Environment and Natural Resources in
cooperation with the U.S. Army Corps of Engineers.
C. Item 1 of the work consists of placing a double row of Select Class 2 Riprap (20-
inch or larger) along the perimeter of the work area at five feet from the toe of the
existing bluff as shown on DWG-3 and DWG-4. Approximate length of the two
rows of 20-inch Riprap is 160 feet, and approximately 35 tons of Select Class 2
Riprap will be required.
D. Item 2 consists of grading down the bluff on a slope not steeper than 3:1 (18 'V2 °
from horizontal) from five feet out from the toe to back about 15 feet or until the
existing grade is met. Side slopes may be left in their existing grade but covered
with Class I Riprap as shown on DWG's 3 and 4. The graded area from the line
of Select Class 2 Riprap for a width of 12 feet shall be covered with engineering
fabric such as "Bidim" by Monsanto or "Petromat" by Phillips Petroleum Co. or
equal by any other manufacturer. The lower one-half of the graded area shall be
covered by a layer of Class 2 Riprap. The upper one-half shall be covered by two
layers of Class 1 Riprap, see DWG-4. The area of Riprap not underlain by
engineering fabric shall be covered with four -inches of topsoil, seeded, fertilized
and mulched. It is the intent that grass be cultivated within the openings between
the stones.
E. Item 3 of the work consists of a general clean-up of the project site and access
driveway. If the U.S. Army Corps of Engineers' Spoils Disposal Pit is used to
dispose of excess soil from grading, the disposed soil from the project shall be
spread or graded to slopes of 2:1 or flatter.
In the event that the USACOE disposal pit cannot be used for this protect. the
Contractor must arrange for legal off -site disposal of the excess soil. The
Contractor will be reimbursed for extra costs incurred plus 20% for overhead an l
profit. Tne reimt)ursement will be added to the contract amount by a ChanLT
Order.
01010

F. Contractors should submit a lump -sum bid for Items 1 through 3.
G. Use of Site: Limit use of access to site and spoils pit to routes and areas indicated
at the Pre -bid and pre -construction conferences. Do not disturb portions of the
site beyond the indicated areas. Contractor shall be responsible for security of the
site, materials and equipment at all times during the term of the project.
Contractor shall also provide all safety measures as required by OSHA including
barriers and warning signs to prevent unauthorized persons from trespassing on
the site.
H. Insurance: The Contractor shall maintain property insurance during the life of this
contract, upon the entire work at the site to the full insurable value thereof. The
insurance shall include the interests of the owner, the USACOE and any
subcontractors involved with the project. The policy shall include insurance
against vandalism and malicious mischief and shall include a clause for extended
coverage. Any deductible, if applicable to loss covered by the insurance
provided, shall be borne by the Contractor. The insurance coverage required is
described in Article 34 of the "Instructions to Bidders and General Conditions of
the Contract" as included in these specifications. (See Table of Contents.)
At the Contract I'VIanager's direction, the Contractor shall perform incidental,
additional, collateral or correlated work as authorized by written directive.
A pre -construction meeting of all contract personnel associated with this project
will be required to review the scope of work, schedules, site conditions and
general procedures. The meeting will be held on site at a date and time to be
selected after the contract is awarded.
END OF SECTION 01010
SECTION 01300 - SUBMITTALS
General
The Contractor shall submit his detailed plan to accomplish each feature of work to the
Contract Manager for approval prior to performing any onsite work. The Contractor shall allow
seven (7) calendar days for review and the Contract Manager's issuance of approval.
END OF SECTION 01300
0 ?'�'

SECTION 02100 - SITE CONDITIONS
The site is situated on the west bank of the Intracoastal Waterway and about 1.7 miles
northwest of the town of Hobucken as shown on DWG-1. It is a flat grassy area, easily
approachable by vehicle and is occasionally used by local fishermen.
The part of the site to be repaired consists of a four to five-foot bluff of sand and marl resting
on a peat bed. It contains some stumps and roots of trees in the water's edge that stood before
they were undermined by erosion. See DWG-2 and Photograph Panels 1 and 2.
The site is now used as a monitor -well station by the Ground Water Section of the North
Carolina Department of Environment and Natural Resources, Water Resources Division. It
contains four monitor wells, and a buried electric cable (inactive), and it is essential that they be
protected from damage by working equipment and vehicles.
The Corps of Engineers dredge -spoils containment area that will be used as a disposal pit for
this project is located about 1500 feet south of the site and is accessible off NC Hwy. 33, a haul
distance of approximately one-half mile. The location of the spoils pit is shown on DWG-1.
END OF SECTION 02100
O'_100-

SECTION 02200 - EARTHWORK
The Contractor shall perform the following work:
A. Using Select Class 2 Riprap (stone size 20 inches or larger), construct a double row
barrier at five feet from the toe of the bluff, as shown on DWG-3. and 4.
B. Install Engineering fabric as shown on DWG-4. Engineering fabric shall be polymer
material such as "Bidim" by Monsanto or "Petromat" by Phillips Petroleum Company.
Other brands of fabric of equal quality and material will be acceptable.
C. Slope the area between the double row of Select Class 2 Riprap on a gradient of 1:3 to
the existing grade.
D. Fill, grade and seed the ditch at the south end of the site.
E. Install Class 1 and 2 Riprap over the entire backfilled area and as shown on DWG--'
.
F. Remove and dispose the leaning tree near the south end of the project area. Remove any
stumps that interfere with placement of the double row of select Class 2 Riprap.
G. As shown of DWG-3 and 4, cover a portion of the installed riprap with at least 4 inches
of topsoil. Then seed with 12 lb. Fescue and winter rye grass; fertilize the seeded area
with 10 lbs. 8-8-8; mulch the seeded area with 6 bales wheat straw or pine needles.
H. The Contractor shall perform a general clean-up of the site, removing all trash,
backfilling and seeding ruts. This requirement also applies the dredge spoils disposal pit
where ruts must be filled and the walls of the excavation pit must be graded to a slope
not steeper than 1:2 (26 1/2° from horizontal).
Burning waste materials on site is not permitted.
J. The Contractor shall notify the Contract Manager when work is completed so that a
Final Inspection may be scheduled. The Contract Manager. Ed Floyd may be contacted
at [phone].
LND OF SECTION U200
0221).

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NOT -TO SCAL C-

ESTMATED QUANTITIES
(Not Guaranteed)
CLASS-1 RIPRAP
25 TONS
SELECT CLASS-2 RIPRAP
35 TONS
CLASS-2 RIPRAP
109 TONS
TOP SOIL
8 CY
RYE & FESCUE SEED
12 LBS
FERTILIZER 8-8-8
10 LB S
WHEAT STRAW
6 BALES
ENGINEERING FABRIC
275 SQ. YDS.
DWG-4A

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DENR-OC2
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
11/6/97
JOURNAL ADJUSTMENT CODE SHEET
Page 1 'A I
DOCUMENT ID: 111612151 1 1 1 IF]
BATCH TOTAL:
$
ENTRY TYPE:
BUDGET CODE:
1 4 3 0 0
JOURNAL VOUCHER nx
APP CODE: 0 1
DEPOSIT NO.
CASH TRANSFER
TOTAL DEBITS:
$ 5 l)
0 _0
BUDGET CREATION
GL EFFECTIVE DATE: 1013107T[3Tffl
TOTAL CREDITS:
$ 5 0
0 0
ENCUMBRANCE ADJ
n
(current month)
COMMITMENT ADJ
DATA TYPE CODE:
CLOSED PERIOD ADJUSTMENT:
Line
DR
LINE
CCT
# COMPANY
ACCOUNT
CENTER
AMOUNT CR
DESCRIPTION
RUhi
1 6 0 1 5 3
5 9 0 0
Ill 6 2 0 6 2 0 1 1
5 0110 0 DR
Application Fee
1 6 0 1 4 3
5 1 0 0 0
9 3 1 6 2 5 6 2 5 3
5 0 0 0 CR
Application Fee
;--
JUSTIFICATION: This journal is to pay for an application fee. Prepared by:
Approved by:
ate:
INSTRUCTIONS: Preparer must complete the following: Type of Entry, Page, Budget Code, Deposit No. (if applicable), Total Debits, Total Credits, Line Number, Company,
Account, Center, Amount, DR/CR, Description (cannot exceed 30 characters), Prepared By, Date and Justification. All forms must be reviewed and approved by authorized jodividu..i
in the preparer's division. Every line must be valid and funds must be available prior to submitting the entry to be keyed. Combine similar Company, Account, and Centers on
one line.
4Hold Date Release Date "Unavailable Funds Override Approval Entered By: Date`

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FEB000
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• CCn� V210tIJ of
WATQiIT0IJI11 DS=D
STATE 0► OiOR01A N 121 w277
OOUM 0► /ULTOE
THIS DIM), made this the 19th day of February, 1937, by the
UMITED 11TATES OF Ab=ICA, aotin8 by and throwgb the Administrator of
General Serriaeo, under and pursuant to the powers and authority oon-
taiaed is the provisions of Pbblis Law 637, Both Congress, approved
Wky Its 1946, and the Federal Property sad Adninistrative Services Ast
of 1949, approved June 30, 1949 (Public law 1620 blot Congress), as
amended, and regulations and orders promulgated thereunder, party of
the first part, and STATE OF NORTH CAROLINA, party of the second part.
*ITNISSETH.
The party of the first part, for sad in consideration of the
use and wsiatenanoe by the party of the second part of the property
hereinafter described for and of a reserve for the conservation of wild-
life, other than migratory birds, and the benefits whish shall accrue
to the UNITED STATES OF AUKRICA from the continued use of such property
for Bush purposes, does hereby remiss, release and forever quitclaim,
unto the party of the second part, its suooesmors and resigns, subject
to the reservations, exoeptionsp limitations, conditions and covenants
hereinafter expressed and set forth, and for the purposes herein
exproseed and set forth, all its right, title, interest, claim and pro-
perty in and to those certain seven (7) tracts of land, containing in
the aggregate 303.93 scram, more or less, situate, lying and boine in
the County of ftz"co, in the State of Worth Carolina, sad nor* partiou-
larly described as foiled, to -wit#
Tract No. I
SEUIWNIWG at a concrete monument, S inches square,
located on the westerly right of way line near its
intersection with the southerly bank of Upper Spring
Creek, rhieh 'J'or.=aTt b4axo north, 49 deg. 67 min.
13 see. Kest, and is distant 1,862.86 fast from base
line station 0 plus 00, thence, Worth, 17 deg. 29 win.
13 sac. tsest, along the westerly right of way line 3
feet, nor* or lose, to the mean water Iine of the
southerly bank of Upper Spring Creaki thence, follow-
ing the meanderings of the mean water line of the
southerly banks of Upper Spring Creek and of a tribu-
tary thereto upstream in a generally southerly

A F 1?1 r4;(2 1 8
dlr•�rtton to a r<,int on the westerly right of way
line, which bears South, 17 der. 29 rein. 23 see.
Last, and is 10 fe-t, raor% or lose, itstant from
a ccneret.e mrn%mnnt, 8 inches squares thence,
North 17 der. 2Y taint 2.1 sec. Moat, alonr the
wenterly right of wn, lin-: 10 tent., mere or loss,
to a concrete monunont, ti inches squares r hnnc.e,
still Nortt 17 der. 2Y .tin. 23 see. Mast, along,
the westerly right, of at,:.- line 1,411.7 feet, to
A 11,ncreto ■nnunent, 8 Inches square, at the point
Of heginning, containing, art area of six and forty-
srir.e hundredths (6.49) acres, mare or lent,.
Tract No. 2
NE M ING at a concrete mernum nt, 8 inches
square, located on the easterly rirht of wa} line
and base line, near its intersection with the
aoutherly bank of upper Spring Creek, at base
line station 0 plus 00; thence, South 17 der. 29
min. 13 see. Feet, along, the easterly right of
way line, le600 feet, to a concrete menuoont, e
inches squares thence, still South, 17 der. 29
min. 23 sea. Fast, 4,619 rest, to a ocnorete monu-
ment, 8 inches square, located at base line sta-
tion 60 plus 191 thence, South 70 deg. 20 min.
37 see. West 1,000.71 feet, to a oonorete monu-
mont, 8 inches square, located on the westerly
right of way line and oplvelte base line station
69 plus 31.171 thence, North 17 der. 29 rain. 23
see. West, alossr the westerly right or way line
6.981.17 feet, to a concrete monument, 6 inuhes
slivars, opposite bass line station 0 plus 001
thence, still North, 17 der. 29 min. 23 see.
Mont, alone the westerly rirht of way line 140
font, to a concrete monument, 8 inches equates
thenoe, still North, 17 der. 29 min. 23 sec. Waste
slnnr, the westerly right of way line 10 feet, more
or less, to the mean water line of the southerly
bank of a tributary of Upper 3prinr Creeki thence,
following the meanderinga of the mean water line
of the southerly bank of a tributary of Upper
Sprfnr Creek and Upper Spring Crook in a generally
.asterly direction to its int.er"aotion14th the
•asterly rlrht of way line, which point beara
North, 17 der. 29 win. 23 see. West, and is dis-
tant 83 feet, more or less, from a concrete monu-
ment, 8 inches squares thence, South 17 deg. 29
win. 23 see. East, alone the .•stony right of way
line 83 foot, more, or lens, to a concrete monument,
8 inches square on the easterly right of way line
at the point. of beginning, containing an area of
one hundred forty one and seventy-three hundredths
(141.73) sores, more or less.
Tract No. 3
MINN1N0 at a concrete monument, 8 inches
■quare, located on the easterly right of wet line
•t ease i:ne station 60 plus 46.s"s thence, bouttr,
17 4#g. 19 mine 23 see. Beat, along the easterly
right of way line 3,100.22 feet, to a concrete
soontsaent, a inches square at base line station 91
plus 46.428 thence, South e1 der• 39 min. 7 sees

V
I
f
sOIa 121 rA,-f270
West, 118.6 feet, to a oonorsts monument, 6 inches
square, theaoo, South Di leg. 1b min. 7 sec. Hest,
1.109#35 feet, to a oonersts monument, 6 inches
square, on the westerly right of way line opposite
base line station 97 plus 96.21 thence, North 17
der,. 29 win. 23 moo, hest, along the westerly right
of way line 3,766.83 test, to a concrete monument
6 inches square, oppoaite base line station 60 plus
07.371 thence, North 70 deg. 20 min. 37 aeo. East,
1,000.72 feet, to a concrete monunont, 8 inches
square, on the easterly right of way line at the
point of beginning, containing an area of moventy-
sevon and ninety-seven huc.drodth■ (77.97) acres,
micro or lose. & cepting and reserving from the
last above described tract or parcel of land, two
tracts or parcels bounded and described as followat
BEGINNING at a point situated in the easterly U. S.
Government right of way line, said point being old
survey station 89 plus 60 in said right of ways
thence, South 72 deg. 30 ■Sn. 37 seo. West, 100
feet, more or less to the low water lime of the
easterly bank of the Atlar.tio Intracoastal Wrater-
wayl thence, South 72 dog. 30 min. 37 moo. Nest,
across said waterway to tl.e low water line of the
westerly bank of said waterrwayl thence, South 72
dog. 30 min. 37 sea. hest, 3b0 foot, more or less
to a point, said point being Worth 17 deg. 29 win.
23 sea. Nest, 676 feet from the point of beginnings
thence. South 17 dog. 29 id a. 23 sea. East, 266.39
foot, to a points thence, North 72 dog. 30 min. 37
sec. East, 275 foot to a points thence, South 17
deg. 29 min. 23 moo. Lust, 93.62 feet to a point,
said point being distant 400 feet to, and at right
angles from old survey station 93 plus 00 in said
easterly rigtht of ways thunce. North 72 dog. 30 gin.
37 moo. East, 46.48 feet to a point in a line bear-
ing South 36 Der. 16 win. 06 moo. Rests thence,
North 36 deg. lb sin. 06 moo. East, 40 foot more or
less, to the low water line of the westerly bank of
said waterways thence, continuing, North 36 dog. 16
mein. 06 too. East &arose said waterway to a point
on the easterly bank of said waterway bearing South
82 dog. 39 win. 7 aao. Rests thence, North 82 dag.
39 min. 7 too. East, 118.80 feet, hors or lose to
a point dams "Led 92 plum 06.38 in said easterly
right of ways Limnos, North 17 dog. 29 min. 23 soo.
Rent, 196.42 foot to the point of beginninf, can-
taining an area of 2.66 sores, mwre or less. Also,
BEGINNING at a concrete monument ,irht inches
square, with a brass disc marked "U.S.E.D.Norfolk
District" met in the top, standing in the southerly
boundary at' the parcel described at a distance of
21 feet back from the low water line of the westerly
Lank of the Atlantic Intracoastal Waterway, at a
point which bears South 72 dos;. 30 min. 37 soo. Rest,
and is 319.E feet distant from the easterly U. S.
Government right of wal• linas which concrete monu-
ment is also located 600 feet northerly, measured
at right angles, from the axis at' the U. S. Aobucken
Brid„e- theret, South 72 deg. 30 sir. 37 ;y- l:dt,
680.2 feet to a concrete monument eight (8)inches
square with a brass disc marked "U.S.E.D. Norfolk
District" mot in the top, standing in the westerly
boundary line of the 11. S. Government right of ways
thence, North 17 dog. 29 min. 23 moo. West, b00

0�119 121 raJ-F230
fs�t, to a arnorets mrnument eirht (8) inch"s square,
with a bra as diao marked "U.S.E.D. Norfolk District"
set'in the tops thence, North 71 der. 30 min. 37 sea.
Fast, 680.2 feet to a concrete monuxo nt eirht (8)
inches square, with a brass diso marked "11.3.E.D.
Norfolk District" set in the tops thence, still North
72 der. 30 min. 37 aec. Fast, 18 rent to a point on
the low water line of the wtaterly bank of said watnr-
ways t.h­uoe, following the low water line of the wes-
terly b+nk of said wmterws.} to a southerly direction
for a dietanoe of approximately 600 feet to a point
located on the southerly boundary of the paraol don-
cribed at a o ntano" of �i feet from the point of
berinnlne of this descriptions thence, South 72 der.
30 min. 37 moo. Hest, 21 tent to the point of begin-
ning, containing an area of 8.03 acres, more or lose.
Tract No. 4
BEGINNING at a point in the easterly right of
way line at base line station 92 plus 06.381 thenos,
South 17 der. 29 min. 23 moo. East, alonr the mas-
terly right of way line 883.62 feet, to a point located
at base line station 100 plus 901 thence, still South
17 der.. 29 min. 23 sea. East, along the easterly right
of way line 831.5 feet, to ■ point located at base line
station 109 plus 21.5 and marking an anr,le in the eas-
terly right of way lines thence, South 6 der,. 14 min.
37 sec. Hest, 11 feet, more or less, to the mean water
line of the northerly basic of Jones Boys thence, fol-
lowing the meanderinre of the mean water line of the
northerly bank of Jones Bay upstream in a generally
wnrtwnrdly direction to its intersection with the wes-
terly right of way line, which point bears South, 8
der,. 14 min. 37 sec. Nests thence, North 6 der. 14
min. 37 too. East, along the westerly rirlst of way
line 10 feet, more or lose, to a point opposite base
line station 113 plus, 35.941 thence, still North 6 der.
14 min. 37 moo. East, along the westerly right of way
line 204.32 feet, to a point marking an angle in the
westerly right or way line opposite base line station
I07 plus 11.381 thence, North 17 deg. 29 min. 23 roo.
W"a t, along the westerly right or way line 839.80 feet,
to a point opposite bees line station 98 plus 71.581
thence, North 35 deg. 16 min. 7 sec.' East, 1,128.65
feet, to a points thence, North 82 des. 39 min. 7 sea.
East, 103.2 feet, to the point of beginning, containing
an area of thirty-two and seventh-aeven hundredths
(32.77) Bores, more or less. ExcelLing and reserving
from the last above described treat or parcel of land,
bounded and described as followms BEGINNING at a point
situated in the easterly U. S. Government right of way
line, said point being old ou-vey station 92 plus 06.38
in said right of wey line; thence, South 82 deg. 39 min.
07 sea. Moat, 103.20 foot to a points thence, South 36
der. 16 min. 05 too. Most, 20 foot, more or leas to the
low water line of the easterly bank of the Atlantic
Intracoastal Waterways thence, following, the low water
line of the easterly bank of said waterway to n print
bearing South 72 deg. 30 asine 37 moo. ;test from old
aurvel, station 93 plus 00 in said right of ways thenos,
North 72 der. 30 min. 37 sec. East, 110 foot, more or
lose to a point in said ri,rht of we), line said point
being station 93 plus 001 in the right of wey lines
thence, North 17 deg. 29 min. 23 moo. Rest, 93e82 feet,
to the point of beginninr, containing an area of .29
acres, more or lose.

Tract No. 6 K 0 A 121 Fn 281
BEGIMONO at a concrete monument, 8 inches square,
located on the easterly right of way line near its
intersection with the southerly bsnk of Jones Bay, at
base line station 113 plus 161 thence. South 6 deg. 14
min. 37 sec. Kest, along the easterly right 'of' way line
664 feeto to a point at beee line station 120 plus 001
thence, still South 6 deg. 14 min. 37 sec. Nest, 1,797.4
feet to a point marking the Intersection of the easterly
right of way line at bane tine station 137 plus 97.4s
thence, South 87 deg. 44 pin. 37 sea. Test. 222.69 ]'set,
to a pointl thence, still South B7 der. 44 min. 37 sec.
Mast. 788.22 feet to a point in the westerly right of
way line opposite base line station 139 plus 18.Bhs
thence, North 6 deg. 14 min. 37 moo. Last, alonr, the
westerly right of way line 2,470.21 feet, to a point
opposite base line station 114 plus 78.64 and distant
11 feet, more or less, from the mean water line of the
southerly bank of Jones Bays thence, still North 6 deg.
14 min. 37 &so. Fast, 11 feet, more or lean, to the
mean water line of the southerly bank of Jones bays
thence, following tho meanderings of tho mean water
line of the southerly bank of Jones Bay downstream in
a i;onerally easterly direction to its intersection with
tide easterly right of way line at a point 9 feet, more
or less, distant from the puint of bef-tnnings thence,
South 6 deg. 14 min. 37 sea. Rost, along the easterly
right of way line 9 feet, more or less to a concrete
monument, 6 inches square, on the easterly right of
way line at the point of boriruifng, containing an area
of fifty-five and sirht-three hundredths (66.83) &ores.
more or less.
& ospting and reserving from the five (6) last
above deccribed treats or percale of land the folluw-
ingr
The right and easement to construct a oanal or
asnal■ which shall enter into or intersect the ohan-
nsl of the Inland Waterway for the purpose of drain-
ing the entire tract of land, of which the tracts or
parcels herein described constitute a parts and that
this resurvatlon shall run with the laAd and ronsti-
iute a permanent easement connected therewith.
It is further mutually understnod and agreod
that if such drainage canals shall be constructed
across the lands above described, the location, the
construction, and the m*&aArea to be taken fur the
protection of the property of the United States shall
be detorminod by the arent of the Government in
charge of the Inland Waterway, from Nort'olk, Va., to
Beaufort Inlet, N. C.
Tract No. 6
BEGINNING at a point on the easterly right of
way line at base line station 80 plus 191 thenos,
South 17 deg. 29 min. 23 seo.sast, along the easterly
right of way line 26.1 feet, to a point at base line
station 60 plus 46.21 thence, Suuth 70 der. 20 min.
37 moo. Rest, 1,000.72 feet, to a point in the wes-
tsrly right of way line, opposite base line station

F0 121 r ,f 4b4
�:
60 plats 07.371 thence. North 17 de,. 29 min. 23 sec.
lent., •lour the westerly rirht of we;, line 26.2 feet,
to a pointin the wrnt.orl; right. of war line npfrtsite
have line station 19 nlus 81.171 thenoe, North 70 der.
Zo min. 37 sec. East, 1.0t.)0.72 root. to a point mark-
ing the intersection of said line with the eepterly
right of way tins at the point of berinninr,. containing
an aren of six -tenths (0.5) of an sore, rrre or less.
Tract No. 7
PF1IN"I'I; at a point Iocstel on the en a terly r, rht
of we, line at base line station 91 plus 45.421 thenott,
South 17 dor. 29 min. 23 see. Feet, alnnr the easterly
rls!ht of way line 60.96 feet. to a point nt bane line
stat.lon 92 plus 06.381 thence, South 82 der. 39 min.
7 sec. 'Host, 103.2 fact. to a points thence, South 36
der. lh Ain. 7 sea. Rest, 1,128.65 feet, to a point
in +.he westerly rirht of we line, opposite base line
a sttion 96 plus 71.b81 thenoe, North 17 der. 29 min.
23 sec. Nast, along the westerly right of way line
7171.38 feet, to a point in the westerly rirht of way
line opposite base line station 97 plus 96.21 thence,
North 35 der. lh min. 7 sea. East, 1.109.35 feet, to
a points thence, North 82 der. 39 pin. 7 sea. East,
118.8 feet, to a point marking the Intersection of
said line with the easterly right of way line at the
point of beginning, oontaininr an area of one and sixty-
nine hundredths (1.69) sores. more or less. Excepting
and roservinr from the last above described tract or
parcel of land two tracts or parcels of land bounded
and described as follows, BEGINNING at a point 353.52
feet westerly at right angle from station 93 plus 00
RItusted in the easterly It. S. Government right of way
line said point being In a line bearing South 35 deP.
16 min. 05 moo. Nast. 299.94 feet frnm a point bearing
South 82 der. 39 min. 07 moo. Nest, 118.80 feet from
atatlon 91 plus 45.42 in said right of way lines thenos,
North 36 der,. 15 min. 05 moo. East, 40 feet, more or
lean to the low water line of the westerly bank of the
Atlantic Intracoastal Waterways thence, follow-inf. the
low water line of said waterway in a southerly direction
to a point on the bank at rirht anrles fro■ station 93
plus 00 in said right of ways thence, South 72 deg. 30
min. 37 sec. Mout. 30 fast more or less to the point of
befinninr, containing• an arcs of .01 acres, more or less.
M;INNING at n point situated in the easterly U. S.
Government rirht. of way line, said joint beinP old sur-
vey station 91 plus 46.42 in said right of way lines
thnnoe, South 82 deg. -�P min. 07 see. West, 116 feet.
to a point said point situated on the low water line
of the easterly bank of the Atlantic Intracoastal
Waterway, thence, following the low water lifts of the
easterly bank of said waterway to point bearing Knuth
35 der. I6 min. 05 sea. Wants thence, North 35 deP.
15 min. 06 sea. East, 20 feet, moro or less, to a points
thence, North 82 de!,. 39 min. 07 see. East, 103.20 foot,
to a point in said rirlst of tray line, said point being
s &C:on 1;2 pl;:a 011.3e in the r!.T,ht of way 1'.nc; fiend:.
North 17 deP. 29 min. 23 sec* fret, 60.96 foot to the
point of b*rinning, containing an area of .17 acres,
more or lose.
(All bearings being referred to the true meridian.)

m 121 wi M
SUBJECT, Howry . to all existing maseaonts and rights -of
way for cantle, roods, highways, railroads, pipelines and public
utilities.
SUBJECT, ALSO, to the followingo
RLereas, In the klvor and Harbor Act of Con-
greas approved July 26, 19I2. and subsequent amend -
cents thereto, provision was wade for the con-
structing, improving and•skintaininr an intra-
coastal waterway from Norfolk, Va. to i»aufort
Inlet, M. C. in accordance with a project set
forth in House Document (or River and Ihrbors Coa-
mitt** Docuswnt) No. 391, 62nd Congress, and pur-
suant thereto, an Intracoastal waterway has been
coustructed over, across or adjacent to the lands
hereir. conveyed, there is excepted from this con-
veyance the said Intracoastal Waterway as a part
of the navigable waters of the United States, and
there is reserved to the Government and its assiFpa
the perpetual right and easement to suintain the
said Intracoastal Waterway and to snter upon, dig
or out away, and remove any or all the hereinbefore .
described tracts of land as may be required at any
time in the prosecution of the aforesaid work of
improvement. or any enlargement thereof. and main-
tain the portion so out away and removed as a part
of the navigable waters of the United Stateal and
the further right to maintain the side to naviga-
tion presently established by the United States on
the lands herein described with the rights of
ingress and egress therstol and the further per-
petual right and ,amament to enter upon, occupy
and use any portion of said tracts of' land, not
so out away and converted into public navigable
waters as aforesaid. for tho deposit of drodged
material. and for the placement thereon of such
aide to navigation deemed necessary by the Govern-
ment. and for such other purposes as may be need-
ful in the preservation and maintenance of said
work of improvementai provided, however, that the
grantee, its muooesaor■ and &@*Igoe &hall enjoy
all suoh rights and privileges in said tracts of
land as may be used and enjoyed without interfer-
ing with or abridging the exceptlons and reserve-
tions herein contained.
There is also excepted from this conveyance, and reserved
unto the party of the first part, its successors and assigns. all all$
gas and other minerals in tlw lands hereby conveyed, together with
the right or rights of the UNIM STATES OF AMICA, through Its
authorized agents, representatives or lessees to enter upon at any
time, the said lends and prospoot for, aloe and remove much materlale
TO HAVE AND To VOID the noreinabove described lands, for the
purposes herein specified and subject to all the reservations, ezosp-
tions, limitations, conditions and covenants herein expressed and set

WD 121 PA2 284
forth, to the said party of the second part. Its successors and assigns,
forever.
The preatees herein conveyed are to be oontinuously used only
as and for the obnservatien of wildlife, other than migratory birds. and
are conveyed upon the conditions that in the event they are no longer
used for such purposes, the title thereto shall revert to the Ignited
States of America, and upon which reversion the title of the state thereto
shall oases and determine and the United states of America shall have the
imnedlate right of possession thereof.
The promises are hereby conveyed upon the further condition
that in the event the ]resident of the United States of Amoriea, the
Congress thereof, the Secretary of Defense of the United states or
America, or the secretaries of the Mary, Army, Air Forces, or either
of then determines that the said promises are needed for National 4e-
fena• purposes, the title thereto shall revert to the United states of
America. and upon which reversion the title of the State thereto shell
cases and determine and the United States of America shall My* the
immediate right of possession thereof*
Whenever, pursuant to the provisions of the above referred to
Public Lw E37, the above promises are transferred, by the terms of this
conveyance, the Administrator of General Services, or his successor in
function, shall arks and have published in the Federal Aegiotor an appro-
priate order Y&Ioh may be revised from time to time in like wanner,
designating for which of the purposes specified in Section 1 of the
above referred to Public law 637, the property so transferred shall be
used.
The property hereby conveyed has heretofore been deolared
surplus to the needs of the UIIJIXD VTATEs OF AMICA, is presently
uMor the jurisdiction or the General' Services Administration, is
available for disposal and its disposal has boon herstofore authorised
by the Administrator of General Services, toting pursuant to the above
referred to laws, regulations and orders•
0

11 J
. dLbM 1G� ��tIGOJ
IM tIT1tEJt R'!fl<wro 0A party of the first port has samsad
these presents to Us oxooutsd in Its nabs and on lie ►ehalt by Lloyd
%noel, Regional Dirooter, fubli• buildings Servioo, General tervloss
Adainistration. Region IT, Atlanta, Georgia, the day sand year first
above written.
UNITED STATES OF AiQRICA
Acting by and through
Adainistrator of General $eriieoq
1R $1a r
,Q TD _
Regional Director
Public Buildings Serrioe
�j General Services Adninistratisa
Region IV, Atlanta, Georgia
STATE OF OIICROIA
COUNTY 0► ►UIIroN
I, WI"T& s' WUUT, a notary publio Is and for said county
and state, hereby osrtify that on this day, LLOYD GAI"L, who is per-
sonally well known to as ao the Regional Director, &biio buildings
Ser►ieo. Ganoral tornirns Adainigtration, Region IV, Atlanta, Georgia,
an agency of the UNITED STATE$ 0/ AMICA, and the person who ozooutad
the foregoing and aansxod deed, personally appeared bofors as in said
county and state, and acknorlodgod that he, as said Regional Dirootur,
Publio Buildings Service, Osneral Services Adainistration, Region IY,
Atlanta, Georgia, by authority of law which authorises the •xeoQ%ioa
Of said instrument without requiring the goal of the UNITED STATES or
AhMICA to be affixed thereto, •zooutod the sans for the purposes
thorein expressed as the free act and deed of the UNITED STATES OF
AWRICA, and that said instruaont is the ant and deed of the UYITm
STATES OF AiQMICA. .
r• :,:•'•v•�•l `,,
Given under
g9/ hand and seal the lath day of February,
ILI
- V.wa, notary rube
Georgia, $tat• at Largo ;''/V 11
141 Commission expires October 2t,..lob$
• IYI 1;AMULlNA • Pow1wu 4.0,"—"`
,Jy� tt.1-,ttM N WY►6 ��M NY M
71C • VMl1. 1• M lMYi1.
. � � 1•N•.MN • , t {I•.wst,�l. MNM(}7/r
• r`~���-� (jam .
FILM FOR REGISTRATION AT •' an O'CIO0 .."2et.:Ji!
=1rd-1- J 1ii_LAND REGISTERED IN THIt O"KE
Of 71IC REGISTER OF DEEDS OF PAMLICO COUNTY, G
$TER & DUN I

A Touchstone Energy` Partner )k
Tideland EMC,
A Bright Idea for Eastern Carolina.
March 29, 2000
Mr. Scott Jones
Coastal Management Office
Hestron Plaza II
151-B Highway 24
Moorehead City, NC 28557
Re: Division of Water Resources Hobucken Test Well project
Dear Scott:
PO Box 159
Pantego, NC 27860
252-943-3046
800-637-1079
Fax: [phone]
www.tidelandemc.com
As we discussed on the phone yesterday, I am working with Stephen Webb of Water
Resources on their project to stabilize the ICWW shore at their test wells. We have an
underwater power cable crossing adjacent to their test wells.
We need to wash down our cables just prior to their work to insure they are not damaged
during this construction. We are also going to contribute $10,000 towards the cost of the
stabilization effort with Stephen.
The Wildlife Resources Commission and the NC Dept. of Administration granted our
easement in 1977 and the only owner is the state as Goose Creek Game Lands.
Stephen's drawings show a ditch just southeast of his test wells. This is where our cables
were buried and has washed out quicker than the adjoining shore.
As per our phone conversation, our work will be done coincident to and under the scope
of the General Permit to be obtained by Water Quality.
Sincerely,
jet
&�,Y—wn
System Engineer
Cc: Stephen Webb, Division of Water Quality