13-99 Cypress Landing & Weyerhaeuser Real Estate Co.

ow.o�o�o.K
Permit Class
3 NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
hermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
/ Permit Number
13-99
ZR--
/y'i ZO-
FEB i; ,
Issued to Cypress Landing, c/o Weyerhaeuser Real Estate Co., P. O. Box 1391, New Bern, NC 28563
authorizing development in Beaufort County at Chocowinity Bay, between Rice & Silas Creek
as requested in the permittee's application dated 8/24/98 including work plan
sheets 1-4 of 4 dated 8/10/98.
This permit, issued on \ -_ 0;4-q — q 0% , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) The riprap will not extend waterward more than 10 feet from the normal water level at any point
along its alignment at the time of construction and will average 5' beyond the normal water level.
2) No vegetated wetlands will be excavated or filled.
3) The riprap material must be free from loose dirt or any other pollutant, except in trace quantities.
It must be of a size sufficient to prevent its movement from the site by wave or current action. The
riprap material must consist of clean rock or masonry materials such as, but not limited to, granite
or broken concrete.
4) No fill material will be placed at any time in any marsh or surrounding waters outside of the
alignment of the fill area indicated on the workplans.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or piioject modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31.2002
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Yr onna D.146ffift,Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Cypress LandingMeyerhaeuser Real Estate Co. Permit #13-99
Page 2 of 2
ADDITIONAL CONDITIONS
5) All backfill materials will be obtained from a highground source and confined landward of the
permitted riprap alignment.
6) The temporary placement or double -handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
7) No excavated or fill material will be placed in any location or in any manner so as to impair surface
water flow into or out of any wetland area.
8) 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 the permit transferred to a third party.
9) No attempt -will be made by the permittee to prevent the full and free I 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.
NOTE: The Division of Water Quality approved this project on November 10, 1998
under General Water Quality Certification No. 3112.
'- Q�o■o.o.o.o.c

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
A) APPLICANT: Weyerhaeuser Real Estate Company County: Beaufort SEP 1 8 1998
LOCATION OF PROJECT: Off SR 1123 at Cypress Landing on Chocowinity Bay near Chocowinity
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 9 September 1998
FIELD RECOMMENDATION: Attached
CONSISTENCY DETERMINATION: To be forwarded
FIELD REPRESENTATIVE: David Moye DISTRICT OFFICE: Washington
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEIGH- FEE REC'D:$
PUBLIC NOTICE REC'D: END OF NOTICE DATE:
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:
MAIL OUT DATE:
FEDERAL DUE DATE:
DEED REC'D:
ON:
150 DAY DEADLINE:
STATE DUE DA'
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY
DRAFT ON
AGENCY
DATECOI&WNTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division. of Water Resources
Division of Marine Fisheries
Submerged Lands MF)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
- 1. APPLICANT'S NAME: Weyerhaeuser Real Estate Co.-
>EP 1 8 199
2. LOCATION OF PROJECT SITE: Beaufort County off SR 1123 at the Cypress Landing Development
on Chocowinity Bay near Chocowinity, North Carolina -
Photo Index - 1995: 99-1047; H-16,17 I-15,16 1989: 2-62-13; T-6,7,8
1984: 71-592; P-10,11,12
State Plane Coordinates - X: 2,584,200 Y: 640,800
Hackney Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/20/98 07/01/98
Was Applicant Present - NO YES
5. PROCESSING PROCEDURE: Application Received - 09/09/98
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation (water, wetlands), Urban Transitional (land)
(B) AEC(s) Involved: PTA
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Town of Chocowinity
Planned - N/A
(F) Type of Structures: Existing - None
Planned - Riprap with a concrete sidewalk
(G) Estimated Annual Rate of Erosion: 1-2' average
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DRFDCYFD FILLED OTHF.R
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
f3,875 ft2
Bay bottom
riprap
(C) Other
t96,964.6 ft'-
High ground
(D) Total Area Disturbed: 2.3 acres (100,839.6 ft2)
(E) Primary Nursery Area: NO
(F) Water Classification: SB-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to subdivide a ±31.2 acre tract of land into 30
residential lots identified as section 14 of Cypress Landing. Development proposed on the waterfront
lots includes; riprap, and a concrete sidewalk.

Cypress Landing Section 14-
Weyerhaeuser Real Estate Company SEP-1 8.1998
Project Setting
The project site is located off SR 1123 at the Cypress Landing Development on
Chocowinity Bay near Chocowinity, in Beaufort County, North Carolina. Weyerhaeuser Real
Estate proposes to develop a ±31.2 acre tract of land identified as section 14 on the Cypress
Landing master plan. Upstream (west) of the project area is the developed portion of Cypress
Landing and has single family dwellings, a marina and a golf course. Downstream (east) of the
project area is a developed subdivision known as Moore's Beach. The project site is a wooded
tract, vegetated with mixed hardwoods, pines, shrubs and vines. At each end of the project site
are large areas of coastal wetlands predominately vegetated with Spartina ,ynncnroidec. The t 15'
elevation above mean sea level -created an erosion bluff at the bay interface which created
aggressive undercutting of the bank in several locations in the project area as a result of
Hurricanes Bertha and Fran in 1996.
Chocowinity Bay is classified as SB by the Environmental Management Commission.
Chocowinity Bay at the project site is a Public Trust Area and is not open to shell fishing.
Project description
The applicant proposes to subdivide the t31.2 acre tract into 30 home sites of f 1 acre
each. Five of the lots will extend to Chocowinity Bay and are the project site. The applicant
proposes to place ±775' of riprap along the shoreline. The riprap will average 5' waterward of
the normal water level (NWL) with a maximum distance offshore of 10'. The riprap will extend
approximately 10' landward of the NWL to a height of 6' above the NWL. The existing shoreline
will be graded down to the newly installed riprap over a width of 25'.
An asphalt road is under construction onto the property and will terminate at the east end
of the project area and has no wetland impact.
Anticipated impacts
The project as proposed will result in the filling of t3,875 ft2 of bay bottom associated
with the placement of the riprap. Grading of the existing bluff and the construction of the
sidewalk as well as the road construction and upland fill activities will result in the disturbance
of ±96,964.6 ft2 of high ground. The project as proposed will result in localized turbidity as a
result of the construction activities.
David W. Moye - 14 September 1998

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
®�
NCDENR
JAMES B. HUNTJR. ORANDUM
GOVERNOR
TO:
John Parker
THROUGH:
Terry Moore
WAYNE MCDEVITT FROM:
David Moye
SECRETARY
DATE:
14 September 1998
SUBJECT:
Cypress Landing - Section 14
DONNA D. MOFFITT The proposed project appears to be consistent with rules found in Subchapter
�J
DIRECTOR / H concerning development in Public Trust Areas. The shallow water shoreline
should not be adversely impacted by the proposed riprap.
7
Conditions
1. The riprap material must be free from loose dirt or any other pollutant. It must
be of a size sufficient to prevent its movement from the site by wave or current
action. The riprap material must consist of clean rock or masonry materials
such as, but not limited to, granite or broken concrete.
2. The riprap will not extend waterward more than 10 feet from the normal water
level at any point along its alignment at the time of construction and will
average 5' beyond the normal water level.
3. No vegetated wetlands will be excavated or filled.
4. No fill material will be placed at any time in any marsh or surrounding waters
outside of the alignment of the fill area indicated on the work plat(s).
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL, WASHINGTON, NC 27889
PHONE[phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED/10% POST -CONSUMER PAPER

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._ _. CYPRESS LANDING -SECTION 14 -- -- -
SHORELINE STABILIZATION SEP 1 g lggg
PURPOSE -THE PURPOSE OF THE PROPOSED PROJECT IS TO STABILIZE
WITH RIPRAP A SECTION OF SHORELINE THAT IS BEING DEVELOPED INTO
HOMESITES. THE PROJECT IS NECESSARY BECAUSE THE SHORELINE AT
THIS LOCATION IS EXPERIENCING AN ACCELERATED RATE OF EROSION.
THE INCREASED RATE BEGAN WHEN HURRICANES BERTHA AND FRAN HIT
THE AREA AND IT CONTINUES TODAY. _
PROJECT DESCRIPTION-RIPRAP WILL BE PLACED ALONG
APPROXIMATELY 775 FEET OF THE SHORE AND A CONCRETE WALKWAY
WILL BE BUILT AT THE TOP OF THE RIPRAP. DEBRIS ALONG THE
SHORELINE WILL BE REMOVED AND DISPOSED OF AT AN OFFSITE
LOCATION.
TIMING -IT IS OUR INTENTION TO BUILD THE PROJECT IN THE FALL OF
1998, PRIOR TO SALE OF THE AFFECTED HOMESITES; THEREFORE,
- CUSTOMERS WILL NOT BE REQUIRED TO INDIVIDUALLY APPLY FOR
PERMITS AND SUPERVISE THE CONSTRUCTION.

Fbrm DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Chocowinity
a. Landowner:
Address PO Box 1391
City New Bern State NC
Zip 28563 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
Fax
c. Project name (if any) CyRress Landing
Section 14
N07E. Pernur %W be issued m name of Landowner(s), and/or
project now.
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
c. Street address or secondary road number
off SR 1123
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Chocowinity Bay
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
install rioran & sidewalk
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
RPP attachpri ghppt
Revised 03/95

Form DCM-MP-I
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract+/- 500 arras
b. Size of individual lot(s)+/- 20.000 SF
c. Approximate elevation of tract above MHW or
NWL 15.0 feet
d. Soil type(s) and texture(s) of tract
silty clay
e. Vegetation on tract mi xprl l,ardwond
f. Man-made features now on tract marina,
golfcourse, lakes, homes
g. What is the CAMA Land Use Plan land
classification of the site? (Contdt the iotai Land use pian.)
Conservation
Transitional
Developed
X Community
Rural
Other
h. How is the tract zoned by local government?
no zoning
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Attach zoning conpiian- cr.aficare, if apphenble)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
1. Are there wetlands on the site? g Yes _ No
Coastal (marsh) Other X
If yes, has a delineation been conducted? y e s
(Attach documentation, if ava"Ie)
m. Describe existing wastewater treatment facilities.
Pnhlir gpwpr maintnina(i by
the Town of Cho nwinity
n. Describe location and type of -discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
surface runoff
o. Describe existing drinking water supply source.
Public water supplied by
the Town of Chocowinity
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by ratified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Robert & Pat HacklPr
Address 3 Cedar Ridze Road
Phone Richmond. VA 23229
Name Dr. Jim Robertson
Address Rt. 2. Box 383
Phone Chocowinitv, NC 27817
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. include permit numbers,
pernuttee, and issuing dates.
CAMA Permit No. 181-89
• A check for S250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with' the N.C.
Environmental Policy Act (N.C.GS. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my Imowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
gram permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
pro]ec
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 24thday ofAueust 19QR
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2
Excavation and Fill Information
_ DCM MP-3
Upland Development
_ DCM MP-4
Structures Information
_ DCM MP-5
Bridges and Culverts
_ DCM MP-6
Marina Development
NOTE Please sign and dare each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Flaw
E»m6 Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
Shoreline
stabilization)
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes _ No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes _ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? —Yes —No
If yes, where?
Revised 03/95

Form DCM-MP-2
-_ e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area. in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length +/- 775 LF
c. Average distance waterward of MHW or NWL
5 feet
d. Maximum distance waterward of MHW or NWL
10 feet
e. Shoreline erosion during preceding 12 months
1-2 feet
(source of information) Ob V it inn
f. Type of bulkhead or riprap material 2 r a n i to
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 86
(2) Bulkhead backfill
h. Type of fill material grani to
i. Source of fill material Fountain, N
1 Ji 1_ -YI IN OWWWOJAHr
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? d i; t i i r h a rl
area behind rii)rap will
be seeded and strawed
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
backhoe, dump trucks
c. Will wetlands be cr:ssed in transporting equipment
to project site? _ Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
4ypress Landing
n 4 - A
I --
•:
Date
Revised 03/95

Form DCM-NIP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed
b. Number of lots or parcels 30
c. Density (give the number of residential units and the
units per acre) 30 lots on 31.196 acres
_ +/- 1 lot /ac
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 2 22h , rnnrte
0 25 ac riprap R. harkfi11=9 Sar
total
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? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
ronrrptp sidewalkta¢phalt roads
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 4%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of EmArom-nental Management for review?
Yes XI, No
If yes, date submitted
i. Describe proposed method of sewage disposal.
public sewer to the Town of
Chocowinitv
j. Have the facilities described in Item i. above
received state or local approval? y P c
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
public water from Town of Chocowinit
m. Will water be impounded? _ Yes X No
If yes, how many acres?
n. If the project is a oceanfront developpment, when
was the lot(s) platted and recorded? NA
e s r Real Estate Co.
AppG r Project N e
Signs
Aueust 24. 1998
Date
Revised 03/95

CHOCOWINITY
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CYPRESS
u
LANDING
LOCATION MAP
WASI OF
CYPRESS LANDING
AUGUST 14, 1998
0O W E

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SITE PLAN OF CYPRESS LANDING
• • AUGUST 14,1998
•• ' • • , NO SCALE
01
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I
RIPRAP AND GROINS
big, 'Awas
/

1
9 I
HACKLEY PROPERTY h
LOT NO.345
'......
........
. ..
15
•
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PROJECT LOCATION
� 1 81998 AND
ADJOINING OWNERS
SECTION 14 �
0
SCALE- I INCH=200 FEET
ROBERTSON PROPERTY
ACROSS
RICE PATCH CREEK
T
END OF RIPRAP WILL BE TIED INTO
EXISTEACH ING WOODED WETLANDS AT
END OF PROJECT
N
n

TOE OF RIP RAP.. r SOLID LINE
NORMAL WAIL" TUNE1,-' UASHEU'LINE'
PIN FLAG AS SET BY COASTAL MANAGEMENT 0
TOE OF RIPRAP WILL AVERAGE 5FEET
EXCEPT WHERE MINOR ADUUSTMENTS
ARE DESIREABLE TO SMOOTHE ALIGNMENT
NOT TO EXCEED A 10 FEET.
PLAN VIEW OF
CYPRESS LANDING SUBDIVISION
SECTION 14
SHOWING RIPRAP AND GROINS
SCALE: 1 INCH = 100 FEET
AUGUST 10, 1998
SHEET 1 OF 4
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TYPICAL SECTION - RIPRAP - SECTION A -A
CYPRESS LANDING SUBDIVISION
SECTION 14
SCALE: 1 INCH = 5 FEET
AUGUST 10, 1998
3' CONCRETE WALK ALONG
TOP OF RIP RAP
RIP RAP AT 2:1 SLOPE
MINIMUM 18" NCDOT CLASS II RIP RAP
OVER FILTER FABRIC
AVERAGE WATER DEPTH 8 FEET
WATERWARD OF NWL IS 8 INCHES
46uwm&aum
97° N%tmm lost Ilan
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FAX sm-w
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TOE OF RIP RAP - SOLID LINE
NORMAL WATER LINE - DASHED LINE
PIN FLAG AS SET BY COASTAL MANAGEMENT = 0
TOE OF RIPRAP WILL AVERAGE 5FEET
EXCEPT WHERE MINOR ADUUSTMENTS
ARE DESIREABLE TO SMOOTHE ALIGNMENT
NOT TO EXCEED A 10 FEET.
ONO O
PROPOSED TOE OF RIP RAP
WETLAND LINE
FILL SECTION
PLAN VIEW OF
CYPRESS LANDING SUBDIVISION
SECTION 14
SHOWING RIPRAP AND GROINS
SCALE: 1 INCH = 30 FEET
AUGUST 10, 1998
NORMAL WATER LINE
SHEET 2 OF 4
,6mmm&aum
$X ateNmaa roar NO
NEW mK Meats swam sew
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TOE OF RIP RAP - SOLD LINE
NORMAL WATER LINE - DASM LINE
PIN FLAG AS SET BY COASTAL MANAGEMENT = Q
733'
TOE OF RIPRAP WILL AVERAGE 6FEET
EXCEPT WHERE MINOR ADUUSTMENTS
ARE DESIREABLE TO SMOOTHE ALIGNMENT
NOT TO EXCEED A 10 FEET,
CHOCOWINITY BAY A
NORMAL WATER LINE
t/ PROPOSED TOE OF RIP RAP
-"' � Lrr��
FILL SECTION
( typical )
PLAN VIEW OF
CYPRESS LANDING SUBDIVISION
SECTION 14
SHOWING RIPRAP AND GROINS
SCALE: 1 INCH = 30 FEET
AUGUST 10, 1998
V
CYPRESS LANDING SUBDIVISION
PHASE I, SECTION 9
PC F, SLID. 23-10,24-1
SHEET 3 OF 4
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4G SUBDIVISION
- CTION 9
3-10,24-1
TOE OF RD•RAP WILL AVZRAGZ 6FL1T
DICiPT IIHl11te MINOR ADUVrrbMNTS
ARL DZSIRIAM TO SNOOTIIR AUGNMENT
NOT TO DICUD A 10 FUT,
SHEET 4 OF 4
W PEER
Nokox- CHOCOWINITY BAY
FILL SECTION
PROPOSED TOE OF RIP RAP
TOE OF RIP RAP - SOLID LINE
NORMAL WATER LINE - DASHED LINE
PIN FLAG AS SET BY COASTAL MANAGEMENT « O
PLAN VIEW OF
CYPRESS LANDING SUBDIVISION
SECTION 14
SHOWING RIPRAP AND GROINS
SCALE: 1 INCH = 30 FEET
AUGUST 10, 1998
FILL SECT12N/
WETLAND LINE
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
R�
NCDENR
JAMES B. HUNTJR.
GOVERNOR
WAYNE MCDEVITT
SECRETARY
TO: Jim Mulligan
Deborah Sawyer
DONNA D. MOFFITT FROM: David Moye'D#1
DIRECTOR
DATE: 15 September 1998
SEP 1 8 1998
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Weyerhaeuser Real Estate Company
Off SR 1123 at Cypress Landing on Chocowinity Bay
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which
was received by me on 9 September 1998. I am considering this application
complete, have acknowledged receipt, and begun processing.
If you have any questions do not hesitate to contact me.
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL, WASHINGTON� NC 2/6BB
PHONE [phone]/ FAXZSZ-B75-3T16
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED/10% POST -CONSUMER PAPER