146-01 Weyerhaeuser Real Estate Co

Class
NEW
Permit Number
146-01
STATE OF NORTH CAROLINA:
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or fillingpursuant to NCGS 113-229
Issued to Weyerhaeuser Real Estate Co., Gum Thicket Marina, 233 Middle Street, Suite 214, New Bern NC 28560,
Authorizing development in Pamlico
County at Confluence of Broad Creek and Neuse River,
SR 1317 (Orchard Creek Road) , as requested in the permittee's application dated 3/14/01, including
attached workplan drawings (35), dated as indicated in Condition No. 1 below.
This permit, issued on November 20, 2001 , 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 fines, imprisonment or civil action; or may cause the permit to be null and void.
1) All work shall be carried out in compliance with the following listing of attached workplan
drawings unless altered 1lerein:
Sheet 1 of 13 dated 4/5/00 rev. 1/N/01, Sheets 2-12-of 13 dated 4/5/00, Sheet 13 of 13 dated
4/5/01 rev. 1/24/01; Prop. Inlet Hydrograph dated 3/20/00; 404 Wetland Roadway Crossings
dated Sheets 1-10 of 10 dated 1/26/01; Pier A Details Sheet 1 of 3 dated 2/24/01, Sheet 2 of 3 no
date, Sheet 3 of 3 dated 2/28/01; Typical Wooden Pedestrian Walkway Sheets 1-2 of 5 dated
1/23/01; Walking Trail and Crabbing Dock Sheet 3 of 5 dated 1/23/01; Canoe Landing and
Nature Watch Sheets 4 — 5 of 5 dated 1/23/01; Typical Marina Section dated 3/15/00;
Conservation Development Plan dated 3/9/01; Site Plan 1/23/01
(See attached sheets for Additional Conditions)
This permit action may be appealed by the perTittee 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 project modification not covered
hereunder requires f n-tber Division approval.
All work must cease when the permit expires on
December 31, 2004
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.
onna D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Weyerhaeuser Real Estate
Permit #146-6
Page 2 of 7
ADDITIONAL CONDITIONS
Excavation of Marina, Access Channel, and Access Canal
2) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and October 1 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
3) Excavation within the access channel will not exceed 9 feet below NWL. Excavation within the marina
basin and access canal will not exceed —8 feet NWL. Over dredging is expressly prohibited.
4) In no case shall the depth of excavation exceed the depth of connecting waters.
5) An earthen plug shall be left between the proposed inland basin (mine site)an�r�'1—ces:. channel.and Broad
Creek until excavation landward of the plug has been completed, and a mifimum 24 hour period after
completion of excavation will elapse prior to plug removal to prevent unnecessary siltation into the
adjacent water body.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials will be confined above normal water line and lan,�ward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) No excavated or fill material will be placed at any time in any vegetated wetlands outside of the
alignment of the fill area indicated on the workplan drawings. ' 's .
8) The diked disposal area(s) will be constructed a sufficient distance from the mean high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
9) The disposal area(s) will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
10) The spoil disposal area(s) must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
Circulation Channel
11) The circulation channel and restoration of the impacted coastal wetlands shall be done in accordance
with the attached "Addendum DCM-MP-2-2". The proposed mitigation efforts shall allow for a
minimum replacement to impact ratio of 1:1. Should the 1:1 ratio not be met, the permittee shall
coordinate with the Division of Coastal Management to determine appropriate remedial actions.

Weyerhaeuser Real Estate
Permit #146-01
Page 3 of 7
ADDITIONAL CONDITIONS
Bulkhead and Rock Riprap
12) The riprap will not extend waterward more than an average of 7.5 feet from the normal water level, with
a maximum offshore distance of 15 feet.
13) The alignment of the authorized bulkhead and riprap structures must be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, will
require the alignment to be restaked by DCM within a maximum of 30 days prior to the new expected
-start 9f construction.
14) The riprap material must be free from loose dirt or any pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current action..
15) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the
structure.
16) The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
17) All backfill material will be clean and free of any pollutants except in trace quantities.
Marina Facility
18) This permit authorizes only the docks, piers, channel markers and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, may become a permanent part of this marina facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
19) The four channel markers in Broad Creek shall comply with all applicable requirements of the US Coast
Guard and./or the NC Wildlife Resources Commission.
20) Piers and docking facilities for individual property owners within the Gum Thicket Marina and
Residential Development are limited to areas within the marina basin only. This permit condition is to
be enforced by protective covenants, deed restrictions, or other legally enforceable instruments. Any
pier or docking facility located outside the marina basin and not in accordance with the permit
application shall be considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the project. The permittee
has agreed to this condition to minimize disturbance within the many creeks that border this
development that are designated Primary Nursery Waters by the Division of Marine Fisheries.

Weyerhaeuser Real Estate
Permit #146-01
Page 4 of 7
ADDITIONAL CONDITIONS
21) To ensure compliance with ! Condition No. 20 of this permit, the permittee shall place deed
restrictions on all waterfront lots referencing the no docking facility requirement referenced in Condition
No. 20. The deed restrictions shall be recorded with the Pamlico County Register of Deeds, and a copy
of the recorded deed restrictions supplied to the Division of Coastal Management prior to the initiation
of any activities authorized by this permit.
22) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility will be installed and operable, and maintained for the life of the manna.
23) . The marina facility will display a sign showing the location of the on -site pumpout facility and other
appropriate waste disposal information, at the marina office, each marina basin pier, and the marina boat
ramp.
24) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
25) The manna facility will post and enforce a no sewage discharge policy.
26) No attempt will be mad, by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work. .
27) The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
28) 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.
29) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
30) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities, including the 4 authorized
channel markers in Broad Creek. At a minimum, permanent reflectors should be attached to the
structure in order to make it more visible during hours of darkness or inclement weather.
31) The permittee shall develop' and implement a fuel and waste spillage protection plan to minimize
potential environmental impacts resulting from a fuel spill. All users of the manna facility shoud be
informed of the fuel spill plan.
32) This permit authorizes a maximum of 400 boat slips.

Weyerhaeuser Real Estate
Permit #146-01
Page 5 of 7
y
ADDITIONAL CONDITIONS
33) At least one dry fire hydrant accessible for use by local fire departments must be provided for at the
manna basin. The Pamlico County Fire Marshall should be contacted for assistance in locating this'
facility.
NOTE: The permittee is encouraged to provide trash receptacles, sufficient in numbers, to provide easy
access and capacity will be installed at the marina prior to occupancy.
Boat Ramp
33) The concrete boat ramp must be poured on high ground and pushed or placed into the water once
hardened. No live concrete may come into contact with the water.
Community Crabbing, Nature and Canoe Docks
34) Any portion of the permitted community docking facilities built over coastal wetlands must not exceed
six feet in width and must be elevated a minimum of three feet over the wetland substrate as measured
from the bottom of the decking.
35) No boat slips are authorized in association with the three community docks.
Upland Development
36) Spoil areas and all other areas of land disturbance will be properly graded and provided a ground cover
sufficient to restrain erosion within thirty (30) working days of project completion.
37) Any change to the design and layout of the proposed upland portion of the project will require a
modification of this permit.
38) The NCDOT District Engineer in New Bern shall approve all work involving the North Carolina
Department of Transportation Right of Way.,
Water Quality & Stormwater Management
39) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
40) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7010503,
which was issued on 11/8/01. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.

Weyerhaeuser Real Estate
ADDITIONAL CONDITIONS
Permit #146-01
Page 6 of 7
41) The permitted activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
42) The N.C. Division of Water Quality has authorized the proposed project under General Water Quality
Certification No. 3274 and additional conditions (DWQ Project No. 010673), which was issued on
6/28/01. Any violation of the permit approved by the DWQ will be considered a violation of this
CAMA permit.
Erosion & Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, A) 943
Washington Square Mall, Washington, NC 27889.
43) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
44) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
45) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar days of completion of any phase of grading on cut or filled slopes.
Archaeological and Cultural Resource Protection
46) At least one week prior to initiation of excavation, the permittee will contact the Division of Archives &
History (919/733-4763), providing this agency the opportunity to in development activities. If
significant archaeological features are exposed, this agency will be allowed reasonable time to record
and/or recover features prior to undertaking of any work.
General
47) All construction must conform to the N.C. Building Code requirements and all other local, state, and
federal regulations.
48) Any additional mitigative measures contained in the Environmental Assessment document prepared for
the proposed project shall be implemented unless specifically altered herein.

Weyerhaeuser Real Estate
ADDITIONAL CONDITIONS
Permit #146-01
Page 7 of 7 .
y
49) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: - This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200110668.

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11
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
August 27, 2000
Weyerhauser Real Estate Company
c/o Ed Mitchell
119 Middle Street
New Bern, NC 28402
Dear Sirs:
Enclosed please find a response from the Departments SEPA coordinator
concerning the Gum Thicket Environmental Assessment. The SEPA coordinator
has indicated that the comments and concerns received from several review
agencies should be addressed through a revision of the Environmental Document,
and that the revised document should then be reviewed a second time by the
Department. I concur with this recommendation. Therefore, it is requested that a
revised EA document be prepared which addresses the review agency concerns,
and that ten (10) copies of the revised document be submitted to this office, at
which time I will transmit the documents to the SEPA coordinator.
Please feel free to contact me at [phone] if you would like to discuss this
matter further.
Sincerely,
cam. /f 4`
Doug Huggett
Major Permits Coordinator
cc: Scott Jones
Land Management Group
MAILING: 163E MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1638
PHYSICAL: 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

95
MEMORANDUM
NORTH CAROLINA DEPARTMENT, -
ENVIRONMENT AND NATURAL RESOURCES
TO: Doug Hugget
Division of Coastal Management
FROM: Melba McGee V
Environmental Review Coordinator
RE: 111065 EA for Gum Thicket Residential Subdivision
and Upland Basin Marina
DATE: August 18, 2000
The proposed project has been circulated and reviewed by
our internal divisions.
Our review efforts raised a number of issues that will
need to be addressed before this project is released for state
review. After revisions have been made, I recommend the
revised document be reviewed again internally prior to State
Clearinghouse review.
Thank you for the opportunity to respond.
Attachments
RECEIVED
AUG 2 2 2000
COASTAL MANAGEMENT
1601 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-I601
PHONE [phone] FAX [phone] WWW.ENR.s TATE.NC.Us/ENR/
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
T. Kerr Stevens, Director
August 4, 2000
106111 OITA COAN
, 1 iJ�l
TO: Melba McGee
Department of Environment and Natural Resources
FROM: Milt Rhodes
Division of ate Quality-`
SUBJECT: Environmental Assessment for Gum Thicket Residential Subdivision and Upland
Basin Marina, DENR #1065, DWQ #12702
The Division of Water Quality (Division) has reviewed the Environmental Assessment for Gum
Thicket Residential Subdivision and Upland Basin Marina, Pamlico County, and offers the
following comments on the document.
1. The Division of Water Quality has concerns With the proposed inland basin, including concerns over
the model that was run as part of this study and the design of the marina basin.
• In conversations held with staff from the Intensive Survey Unit of the Division's Environmental
Sciences Branch, questions were raised over the ambient data used in the predicted dissolved
oxygen concentration model run for the Gum Thicket marina basin. As indicated in Appendix G
of the subject EA, the ambient data used in the model was obtained from Station #180 at the
mouth of Broad Creek at Piney Point in the Neuse River (see attached map). It is the staff s
opinion that ambient data from Station #180 is unacceptable as the basis for the design of the
Gum Thicket marina basin due to its location. We recommended that the model be run again
with ambient data from the Bay River Station and using ambient data collected by the applicant at
locations in closer proximity to Paris Creek and Broad Creek. We feel that this will provide a
more realistic estimation of predicted dissolved oxygen concentrations for the proposed marina
basin. Please provide the results of these calculations when they become available.
• In addition, questions were also raised over the design of the Gum Thicket marina basin. As
indicated in the EA, the proposed upland basin has been designed with only one outlet that
extends to Broad Creek. This design severely limits the possibility for flushing within the basin
and therefore raises concerns over water quality in the marina basin.. In order to facilitate
necessary flushing within the basin, the Division of Water Quality requests that the applicants
explore the possibility of redesigning the marina basin to include two outlets. Please provide this
information, as it is available, including any new plans and predicted dissolved oxygen
concentration calculations.
2. The proposed Gum Thicket subdivision and upland marina must comply with the NC Coastal
Stormwater Regulations (15A NCAC 2H .1000). In addition, as a condition of the'401 Water Quality
Certification, a written stonnwater plan for stormwater runoff from this project must be approved by
the 401/Wetlands Unit before any impacts occur. This stormwater management plan must include
plans and specifications for stormwater management facilities designed to remove 85% TSS
according to the most recent version of the NCDENR Stormwater Best Management Practices
Manual. Also, before any permanent building is occupied at the subject site, the stormwater facilities
shall be constructed and operational, and the stormwater plan shall be implemented.
3. As required in the 401 Water Quality Certification review process, maps of the site must be provided
that depict the location of all wetland, stream and riparian buffer resources. A complete site plan
1617 Mail Services Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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must also be submitted that clearly shows all proposed impacts to these resources (road crossings,
upland basin location, proposed fill, building footprints, lot configurations, etc.). The maps provided
in the EA do not provide the level of detail required for a 401 Water Quality Certification review.
4. As indicated in Section VI(C) of the EA, dredging activities for the marina channel will disturb
approximately 79,000 square feet (1.8 acres) of public bottom. The EA contains no additional
information on how these dredging activities will be carried out. Please provide this information,
including amount of material to be removed, equipment to be used, timeframe for dredging, spoil
placement, and planned water quality protection measures to control turbidity. In addition, please
indicate if submerged aquatic vegetation (SAV) is located in or near this proposed dredging activity.
5. In Section VI(B) of the EA, it is stated that restrictive covenants will prohibit wetland loss, and the
location and extent of jurisdictional areas will be depicted on individual plats. In. addition, the 401
Water Quality Certification issued for this project will include the following condition. "Deed
notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the State in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place within
30 days of the issuance of the 404 Permit for the project." Furthermore, the 401 Water Quality
Certification will be conditioned such that no future docks, piers and/or bulkheads are allowed to be
constructed on individual lots. As explained in the EA, the purpose for the community marina basin
is to consolidate these water dependent activities into one location.
6. The proposed project is located in the Neuse River Basin and is subject to the Neuse River Riparian
Buffer Rules (15A NCAC 2B .0233). All proposed activities must comply with the Neuse Buffer
Rules. Specifically, a 50-foot vegetative buffer will be maintained on all applicable surface waters to
preserve their nutrient removal functions. For more information on the Neuse River Buffer Rules
contact Deborah Sawyer with the NC Division of Water Quality's Washington Regional Office at
252-946-6481.
Thank you for the opportunity to comment.
TMR: / Gum Thicket, 1065

. ,1:
® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
Iur1113to] ,7:1kiI Pi11u1
TO: Melba McGee
Office of Legislative & Intergovernmental Affairs
FROM: William Wescott, Coastal Coordinator
Habitat Conservation Program
DATE: August 3.2000
SUBJECT: Comments regarding the Environmental assessment for Gum Thicket Residential
Subdivision and Upland Basin Marina, Broad Creek, Pamlico County. Project #
1065.
Staff biologists with the Wildlife Resources Commission have reviewed the
Environmental Assessment. Our comments are provided in accordance with provisions of the
Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.), the Clean
Water Act of 1977 (as amended) and the North Carolina Environmental Policy Act (G.S. 113A-1
et seq., as amended; 1 NCAC-25).
The applicant proposes to develop up to 600 residential units, a 400-slip marina and other
community amenities. The project site is located in Pamlico County at the confluence of Broad
Creek and the Neuse River and consists of 1,324 acres of which 394 acres are wetlands. The site
is predominantly loblolly pine stands characteristic of timber production use. Waters at the site
are classified as SA -NSW by the Environmental Management Commission, designated as
primary and secondary nursery areas by Division of Marine Fisheries and open to shellfish
harvest/consumption.
The applicant's dedication to environmental awareness and proposals to minimize
impacts to primary and secondary nursery areas and open shellfishing areas are stated throughout
this document. Unfortunately the applicant, Weyerhaeuser, appears to have stopped short of full
commitment to protect five sensitive primary nursery areas and open shellfish waters. As
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]

Gum Thicket 2 August 3, 2000
presented in this environmental document, the applicant proposes to meet the boat mooring needs
of prospective lot owners, but individual lot owners would still be allowed to construct private
docks and piers. Unless restrictive covenants are incorporated to prohibit the construction of
private docks and piers then State and Federal agencies must consider the cumulative impact of
hundreds of private docks and boats located throughout the five PNAs in addition to the 400-slip
marina. We also recommend the applicant present a construction plan and schedule for
excavating the access channel and basin in a way that minimizes turbidity impacts to PNAs and
open shellfish waters.
The tract of land being considered for development is prime black bear habitat; therefore,
future lot owners will undoubtedly encounter bears. The number of people desiring to live in
new residential developments in rural North Carolina is increasing rapidly and so are the number
of reports NC Wildlife Resources Commission receives regarding bears walking through yards,
tearing up trash cans and bear/people encounters. The applicant should help develop and
distribute information to educate people about bear behavior and how to react when encountering
bears in a residential setting.
We appreciate the opportunity to review and continent on this project. If you need further
assistance or additional information, please contact William Wescott at [phone].

Untitled
Page 1 of 3
BLA CK BEAR
PROBLEMS
IN
RESIDENTIAL
AREAS
Black bears once roamed the entire state of North Carolina. Due to increasing human populations and
associated development, bears no longer occupy the piedmont and are found only in the eastern and
western parts of the state. Further, many new homes are built in occupied bear range each year.
Despite all this, bear numbers have increased over the last 10-15 years. As a result, bears and people
are coming into contact with each other more frequently than before. Many citizens of North Carolina
wish to see bears continue to thrive in the state. Therefore, the challenge is to learn how problems
with bears can be avoided in residential areas that are in or near bear habitat.
Are bears dangerous?
Most injuries associated with bear -human encounters are the result of people feeding bears or when
bears are feeding on human sources of food. Simply observing a bear walking through a yard is not
cause for alarm. Make sure all garbage is stored or handled as described below and do not provoke or
feed the bear. Alert others in the area and request that everyone follow the same procedures.
What attracts bears into a residential area?
Often, houses are located in proximity to areas occupied by bears. Bears will naturally investigate
food odors and are attracted to many different foods such as garbage, bird seed and suet, pet foods,
compost piles and grease on barbecue grills. Once a bear receives a "reward" such as one of these
foods, it may return to the same area several times (even after food is removed) or search around the
general area for similar foods. Some bears become fairly tolerant of humans in these situations and
appear tame. Remember, bears are wild animals, and are unpredictable. Therefore, the solution to
most bear problems is to remove the source of attraction before conflicts occur.
Most problems are temporary
Most bear problems in residential areas are temporary and usually occur in the spring and summer
months. Between the time bears emerge from their dens and summer foods such as berries ripen,
natural food supplies are low and not very nutritious. This causes bears to travel more in search of
food. Also, breeding season occurs from June to August and male bears tend to roam more in search
of mates. Finally, during this same time period, young males are dispersing to new territories and
often wander into residential areas. Usually dispersing bears remain in an area less than 2 weeks. By
http://www.wildlife.state.ne.us/Management/blckbear.httn 8/l/00

Optitled
Page 2 of 3
keeping food away from bears during those times of increased travel, many problems may be
avoided.
Why not just move problem bears?
There are several reasons why moving problem bears is not an option. First and foremost, moving a
bear does not address the problem. If the problem is not fixed, other bears will move in to take
advantage of the food source or, the bear that was moved may return to become a problem once more.
Second, catching a wild animal such as a bear puts both bears and people at risk of injury, especially
in residential areas. Finally, there are no longer areas that are sufficiently remote to ensure that a
relocated bear would not encounter other residences and possibly become a nuisance there.
How are bear problems best handles?
There are many things that can be done to minimize or eliminate the chances that bears will get into
garbage or become a problem in an area Any of the methods described below work best if
implemented as soon as the problem starts, or better still, before problems occur. Once a bear
establishes a feeding pattern, it will take longer to encourage the bear to move on. By following some
of the tips listed below, residents can usually prevent the bear from being rewarded the first time.
Do not allow bears access to garbage or other food. Store garbage inside buildings or other
areas that bears cannot get to. Do not feed bears under any circumstances. If the area is served
by a garbage collection service, place garbage out only during the day of collection. Under no
circumstances should garbage be left out overnight. Keep all garbage sites clean. Do not leave
pet foods out overnight. If bird feeders have been visited by a bear, stop feeding birds for 1-2
weeks. Persons living in bear range should install "bear -proof,' containers or use dumpsters
with heavy gauge metal lids as a longterm solution to bear problems.
Repellents. There are no repellents that are registered for use on bears. Some have found that
sprinkling ammonia or other strong disinfectants on garbage can mask the odor of food.
Exclusion. The following have helped to prevent bear damage. Make sure dumpsters are bolted
and locked and chain down heavy metal garbage cans and secure the lids. Wood or plastic
dumpster lids do not keep bears out Replace these with metal lids that can be locked and make
sure sliding side doors can be latched so only humans can open them. Fencing in dumpsters or
garbage collection areas can be very effective. A chain link fence with a barbwire overhang can
work well. An electric fence powered with a high voltage, low impedance charger can exclude
bears; however, this should only be done if safety precautions can be implemented to protect
children and adults. There are several electric fence designs which can be provided by the local
district biologist if this is deemed appropriate.
Frightening or scaring the bear. Shouting, clapping, blasting a car horn or motion -sensitive
lights may scare off a bear temporarily. Do not taunt a bear if it fails to respond to your efforts
to frighten it. These methods are only temporary solutions.
Crowd Control. Sometimes when a bear sighted, crowds may gather. This seemingly harmless
situation can be aggravated or became potentially harmful as the crowd grows. People can
cause bears to display unpredictable behavior. Law enforcement personnel should disperse
crowds and allow the bear to exit without interference.
Summary
Black bears are an important part of North Carolina's fauna As people move into bear country in
increasing numbers, it is ultimately human attitudes toward bears that will determine whether bears
will continue to exist in the state. Unfortunately, bears are viewed either as dangerous animals or
http://www.wildlife.state.ne.us/Management/blekbear.htm 8/l/00

Ciititled
Page 3 of 3
cuddly pets. It is best to avoid these extreme views and instead show a healthy respect for this
magnificent forest animal. We have provided some simple, common sense steps you can take to do
your part in ensuring that bears and people can live together. As a temporary or permanent resident in
bear country, take these steps to avoid attracting bears and to prevent conflicts from occurring.
Remember, prevention is the best medicine!
http://www.wildlife.state.ne.us/Management/blekbear.htm 8/1/00

More bear sightings because people
By Ray Walters
Staff Writer
Homeowners in Cyprus Landing are seeing more
bears for the same reason Goldilocks did: moving
into the bears' home.
Approximately 6,000 black bears live east of
Interstate 95 and between the state's borders with
Virginia and South Carolina.
The black bear population is almost the highest it
has been in modern history, thanks to regulations by
the state Wildlife Resources Commission, said Mark
Jones, black bear project leader for the commission.
But that's not why people see more bears near
their houses; it's because more houses are being
built in bear country, according to the state Division still grown
of Wildlife Management. Manageme
"The state's population grew by one million in the "You see
1990s," said Jones. "A lot of them went into bear Jones. "Fid
country and most of them don't realize it. It's just as houses nea
much a people problem as a bear problem." The land)
Bears require a certain amount of continuous for- totally woe
est to live in; but not as much as scientists once and acorns
believed. And eastern North Carolina's black bear bears and c
population is unique because most of it feeds on a In other ;
regular diet of corn, wheat and soybeans that grow for trailers,
near forests. ple to move
Black bears will eat waste grains left behind after keep bears
a harvest. Sometimes, they will eat crops that are pie should
Bears From Page rA
"Black bears are usual]y real shy
will wonder b
and secretive. But they will come to
into a neighbu
food when it's easy pickings," said
in downtown i
Robbie Norville, wildlife biologist
A disorient!
with the Wildlife Resource Com-
dered into thel
mission's District Two.
and eventually
That includes bird feeders, pet
could have bi
food, garbage and compost heaps.
bears, or he lei
Sometimes, black bears will try to
"Their natur;
find food in uncleaned grills
because of the smells coming from
out right now,':
berry
them,
crops at
"People regularly put leftovers
harvest hasn't
enforcement
from dinner in a compost heap and
telling people
don't give much thought to it," said
keeping crowd;
Norville. 'But that is sweet-
The police a]
smelling to a black bear."
did not panic,
The mating season for black bears
said Norville.
is June and July. Cubs stay with
There has ne
their mothers until the mating sea-
unprovoked be
son of the year after they are born.
North Caroline
Then, the cubs are run off by the
according to tt
mother or another bear.
"Those
Management. ,
juvenile bears need a
Place to go," said Norville. "They
greater chance
lightning, said I

f'
GENERAL COMMENTS Project:.
The applicant should be advised that plans and specifications for all water system improvements must be
approved by the Division of Environmental Health prior to the award of a contract or the initiation of construction (as
required by 15A NCAC 18C.0.0300 et. seq.). For information, contact the Public Water Supply Section, (919)733-
2460.
This project will be classified as a non -community public wafer supply and must comply with state and federal
drinking water monitoring requirements. For more information, the applicant should contact the Public Water
Supply Section, [phone].
If this project is constructed as proposed, we will recommend closure of adjacent waters to the harvest of shellfish.
For information regarding the shellfish sanitation program, the applicant should contact the Shellfish Sanitation
Section, [phone].
Cumulative impacts from this type of project could cause deterioration in water quality. The proposed project
would increase impervious surfaces and alter natural drainage patterns. There would be a loss, of natural
vegetation causing an increase in stormwater runoff which could jeopardize the open status of adjacent waters.
For more information, the applicant should contact the Shellfish Sanitation Section at [phone].
The subject project is located in an area open to shellfish harvesting. The 10-slip dock, as proposed, would not
cause closure in accordance with 15A NCAC 1 BA MARINAS: DOCKING FACILITIES: OTHER MOORING AREAS:
however, dockage at the facility could exceed 10 boats. If this was to occur, closure would be recommended in
accordance with DEH rules. For information regarding shellfish sanitation, the applicant should contact the She!lfish
Sanitation Section at [phone].
Proliferation of these type facilities could cause deterioration in water quality and consequently additional closures
of shellfishing waters. For more information, the applicant should contact the Shellfish Sanitation Section at
(2521726-6827.
The spoil disposal area(s) proposed for this project may produce a mosquito breeding problem. For information
concerning appropriate mosquito breeding measure, the applicant should contact the Public Health Pest
Management Section at [phone]. The applicant should also contact with Mosquitc
Control in County at
is a mosquito breeding area. Construction plans and operations should include awareness of this. The
applicant should contact the Public Health Pest Management at [phone] for a site visit or information to neap
prevent the creation of more mosquito habitat.
The applicant should contact with Mosquito Control in
County at
The applicant should be advised that this area is a mosquito infested habitat. Mosquito control will be a problem.
The applicant should be advised that prior to the removal or demolition of dilapidated structures, an extensive
rodent control program may be necessary in order to prevent the migration of rodents to adjacent areas. For
information concerning rodent control, contact the local health department or the Public Health Pest Management
Section, [phone].
The applicant should be advised to contact the local health department regarding their requirements for septic
tank installations (as required under 15A NCAC 18A .1900 et.seq.). For information concerning septic tank and
other on -site waste disposal methods, contact the On -Site Wastewater Section at [phone].
The applicant should be advised to contact the local health department regarding the sanitary facilities required for
this project.
The applicant should work with the local health department to assure that plans for the food service establishment
are approved prior to con ction
Reviewer: ( G%� ✓f Date: 6J I ! /�0

7..It, .
State of North Carolina
Department of Environment
and Natural Resources
Division of Environmental Health
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Linda C. Sewall, Director
MEMORANDUM
TO: Doug Huggett %�, ,
FROM: GinaBrooksj:J�r`"—
INA
' 'a
� L
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Environmental Assessment Review - Gum Thicket Residential Subdivision and
Upland Marina Basin, Craven Co.
DATE: August 1, 2000
The subject project is located in an area which is open to shellfish harvesting. If the marina
project is constructed as proposed, recommendation will be made for closure of adjacent waters
to the harvest of shellfish in accordance with 15A NCAC 18A MARINAS: DOCKING
FACILITIES: OTHER MOORING AREAS. In addition, it is recommended that permit
conditions specifically prohibit overnight live aboards at the marina facility.
In discussing the various marina alternatives with representatives from Weyerhaeuser
Corporation, it has been the understanding of our office that with the construction of the inland
basin marina, there would be no additional docks or gazebos allowed on individual lots in the
subdivision. The EA does not specifically state this restriction. If this restriction is not included
in the permit for Gum Thicket Subdivision, the cumulative impact of individual docking areas
could result in additional shellfish closures. -
Shellfish Sanitation Section, P. O. Box 769, Morehead City, NC 28557-0769
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post -Consumer Paper

.y- . DMF SUBLRNDS/WPERLS Fax:[phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
Pamlico District
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Preston P. Pate, Jr., Director
MEMORANDUM
TO: Melba McGee
FROM: Sean McKenna 5!{7��
DATE: August 7, 2000
Rug 17 '00 16:53 P.03
Nm. cwauwousimocrK
SUBJECT: Project #1065, Environmental Assessment, Gum Thicket residential Subdivision
and Community Marina.
The following comments by the North Carolina Division of Marine Fisheries (NCDMF)
on the subject document are offered pursuant to G.S.113-131. The NCDMF supports the concept
of the proposed project however, we have one major concern that needs to be addressed in the
Environmental Assessment. This concern deals with the potential of up to 400 lot owners being
able to build single-family fixed piers. While the intent of the project is to build an upland basin
and marina, there is no mention of a restrictive covenant to prevent the construction of single-
family fixed piers. Tributaries of Broad Creels are classified as primary nursery areas while
Broad Creek is classified as a secondary nursery area. The NCDMF has concerns with the
cumulative environmental impacts of up to 400 additional piers on these sensitive systems. We
would like to see a restrictive covenant to prevent the degradation of these important nursery
areas.
843 Washington Square Mall, Washington, NC 27009.3532 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-renoumer pepar

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TYPICAL ROADWAY SECTION
SHOULDER
/FT. __
5'
UNDISTURBED GRADE
s
n
m
SHEET 2 OF 10

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404 WETLAND
CROSSING #1
WETLANDS IMPACTED = 6459 SO. FT. (0.148t AC.j
n
\ SHEET 3 OF 10 5
404 KEMAND ROADWAY CROSSINGS
of
GUM THICKET
/or
WEYERHAEUSER REAL ESTA7E COMPANY
.. PAMLICO COUNTY NORTH CAROLINA
1-2s-o1 ROBERT M. CHILES, P.E.
NO. 9917E ENGINEERS AND CONSULTANTS
1• - 40' NEWBERN. NORTH CAROLINA

//
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CROSSING #2
WETLANDS IMPACTED = 1051 S0. FT. (0.024f AC.)
2 /
/
\ 404 WETLAND \
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m
SHEET 4 OF 10
404 WETLAND ROo DWA Y CROSSINGS
GUM THICKET'
ror
WEMRHAEUS£R REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROLINA
DATE: 1-26-01 ROBERT M. CHILES, P.E.
J013 NO. I-- ENGINEERS AND CONSULTANTS
.,, NEW SERN• NORTH CAROLINA

CROSSING #3
WETLANDS IMPACTED = 4997 S0. FT. (0.115t AC.)
\
404 WETLAND \ \\
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/ SHEET 5 OF 10
404 WETLAND ROADWAY CROSSINGS
i at
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for
/ HEWERHAEUSER REAL ES TA lE" COMPANY
/ PAMLICO COUNTY NORTH CAROUNA
/ DATE: I-zA-01ROBERT M. CHILES, P.E.
JOB NO. ENGINEERS AND CONSULTANTS
SCALE: 1NEW BERN, NORTH CAROLINA

/
CROSSING #4
WETLANDS IMPACTED = 860 SQ. FT. (0.020t AC.) /
/ 404 WETLAND
Ile
— — — — — R W — — — 10,
1 /
-------------F- �:.— .w—X------------
18' PAVEMENT
_---- _ _ --- _ — — — — —
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404 WETLAND /
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SHEET 6 OF 10
404 WETLAND ROADWAY CROSSINGS
at
GUM THICKET
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WEYERHAEUSER REAL ESTATE" COMPANY
DALE: 1-26-07 ROBERT M. CHILES, P.E.
JOB NO. 99176 ENGINEERS AND CONSULTANTS
SCALE: 1 = 40 NEW BERN, NORTH CAROLINA

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CROSSING #5
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404 WETLAND WETLANDS IMPACTED = 294 SQ. FT. (0.007t AC.)
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SHEET 7 OF 10 5
404 WETLAND ROADWA Y CROSSINGS
of
GUM THICKET
for
WEYERHAEUSER REAL ESTA7E COMPANY
PAMLICO COUNTY NORTH CAROLINA
—zs40,
ROBERT M. CHILES, P.E.
N0. 99176 ENGINEERS AND CONSULTANTS
1" = 40 NEW BERN. NORTH CAROLINA

CROSSING #6
/
WETLANDS IMPACTED = 272 SQ. FT. (0.006f
AC.) J/
CROSSING #7
//
\\ WETLANDS IMPACTED = 77 SQ. FT. (0.002f AC.)
404 WETLAND
_ 1%
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WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROLINA
`av�C1NE��i.� DATE: 1-26-01 ROBE M. CHILES, P.E.
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JOB NO. 99176 ENGINEERS AND CONSULTANTS
SCALE: 1" = 40' NEW BERN, NORTH CAROtWA

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WETLANDS IMPACTED = 160 SQ. FT. (0.004t AC.)
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WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROUNA
"ATE' 1-26-01 ROBERT M. CHILES, P.E.
JOB NO. 99178 ENGINEERS AND CONSULTANTS
SCALE: 1' = 40' NEW BERN, NORTH CAR(111�A

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WETLANDS IMPACTED = 137 S0. FT. (0.003f AC.)
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SHEET 10 OF fO s
404 WETLAND ROADWAY CROSSINGS
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GUM THICKET
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WFYERHAEUSER REAL ESTA 7E COMPANY
PAMLICO COUNTY NORTH CAROLINA
-zB-m ROBERT M. CHILES, P.E.
NO. 99176 ENGINEERS AND CONSULTANTS
r. 1- — 40 NEWBERN. NORTH CAROLINA

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UTILITY CHANNEL COVER ASSEMBLY DETAIL
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Gum Thicket Marina
PAMLICO COUNTY. NORTH CAROLINA
GANGWAY DETAIL
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SPLICE PLA
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EACH BENT
2'x8'x8' STRINGER
2'xB'xB' STRINGER
LN
2'x 4'x 16' TOE W
FASTENERS
ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.
DECKING 2'x6'
DECKING TO BE FASTENED TO JOISTS WITH A MINIMUM OF 9 16D OR 6 20D RING SHANK GALVANIZED NAILS
STRINGERS 2'x8'
STRINGERS SHALL BE FASTENED TO SPLICE PLATES WITH A MINIMUM OF 10 16D NAILS
STRINGERS SHALL BE FASTENED TO WALERS USING A STAINLESS STEEL "SIMPSON STRONG TIE'
HURRICANE CLIP.
STRINGERS /SPLICE PLATE ASSEMBLIES SHALL BE BOLTED TO PILES USING A iV TIMBER HEADED
GALVANIZED BOLT WITH THE WASHER AND NUT COUNTERSUNK FLUSH WITH THE PILE.
WALERS 2'x8'
WALERS TO BE FASTENED WITH TWO GALVANIZED TIMBER HEADED ? 0 BOLTS THROUGH
BOTH WALERS AND PILE.
NOTE:
BOARDWALKS, PIERS, AND PLATFORMS ARE
NOT DESIGNED FOR USE WITH VEHICLES,
TRACTORS, GOLF CARTS, OR OTHER
MACHINERY AND EQUIPMENT.
TYPICAL WOODEN PEDESMIAN WALKWAY
at
GUM 7H/CKET
for
WEYERHAEUSER REAL ES TA 7F COMPANY
PAMUCO COUNTY NORM CAROLINA
DATE. -23JA-N-°'--- ROBERT M. CHILES, P.E.
JDH NO. __ 99176- ENGINEERS AND CONSULTANTS
SCALE, - ?L4_ = V NEW BERN, NORTH CAROLINA

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COMPANYfor
WE�ERHAEYSER REAL ESTATE
PAMUCO COUNTY NORTH••
• • SHORELINE
• r i
ERT M. CHILES, P.E
1:
BERN. NORTH

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SHEET 3 OF 5
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2. OFESS/py for
.'a2 SEA KEYERHAEUSER REAL ESTATE COMPANY
PAMUCO COUNTY NORTH CAROLINA
_ � •� 02558 QM -
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DATE, 23JAN01
---------- RMERT M. CHILES, P.E.
�i`R,.• GENE �g,,� JDB N0. __9917fi_ ENGINEERS AND CONSULTANTS
�''ri,,,M• C ��``�� SCALES _ 1_-60_ NEW BERN. NORTH CAROLINA

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GUM THICKET
for
WFYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNT! NORTH CAROLINA
DATE. 23JAN01__ IROBERT M. CHILES, P.E.
JDB N0. __99176_ ENGINEERS AND CONSULTANTS
SCALE- __l _=60 __ NEW BERN. NORTH CAROLINA

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GRASS
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BROAD CREEK SHORE PROTECTION @ INLET
TYPICAL MARINA SECTIONS
AT
GUM THICKET
FOR
WRECO
PAMUCC COUNTY NORTH CAROLINA
DATE' 3-15-00 ROBERT M. CHILES, P.E.
JOB NO. 99176 ENGINEERS AND CONSULTANTS
SCAUF- N.T.S. NEW BEAN, NORTH CAROLINA

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SHEET 1 OE 13
.5110REI-INE PROTE07701V
of
CUAI 77flCKET SHOALS
/or
IfE) RlIAEUSER REAL ESTATE COAIPANY
NAIAI ICO COLIN IY NORM CAROLINA
DAIS: _4 _5.00 ROURT M. MILES, RE,
.100 NO. _991 /b_- EN(11NFFRS AND CONSULTAN IS
SCALE: 4(I(1 NEW HFRN, NORM CAROIINA

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name:Weverhaeuser Real Estate Company
Address: 233 Middle St. Suite 214
City New Bern State NC
Zip 28560 Day Phone[phone]
Fax [phone]
b. Authorized Agent:
Name: Ed Mitchell
Weyerhaeuser Real Estate Co.
Address 233 Middle St. / Suite 214
City New Bern State NC
Zip 28562 o Day Phone[phone]
Fax [phone]
c. Project name (if any) Gum Thicket
Marina and Residential Development
ch-017(d. Pn d nl/h umwd
ill4kM9WW mu//m Ivyv imMe
2. LOCATION OF PROPOSED
PROJECT
a. County Pamlico
b. City, town, community or landmark._
NE of Oriental NC
Revised 03/95
c. Street address or secondary road number.
SR 1317 (Orchard Creek Rd.)
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
(County Planning Department)
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Confluence of Broad Creek and Neuse River
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.
Development of 600 residential units
(including those residential units around the
marina) with associated services and
amenities, upland basin marina (400 slips).
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use? Private residential
community with a commercial upland basin
marina.
d. Give a brief description of purpose, use,
method of construction and daily operations of
proposed project. If more space is needed,
please attach additional pages. See attached
narrative.

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1324 ac
b. Size of individual lot(s) Overall project
density of 1 unit per 2 acres
c. Approximate elevation of tract above MHW
orNWLTto8'
d. Soil type(s) and texture(s) of tract
Wahee fine sandy loam, Argent loam, Yonees
loamy fine sand, Fork loamy fine sand, Altavista
loamy fine sand, Lafitte muck
e. Vegetation on tract Loblolly Pine, Gordonia
Bay, Red Maple, Smilax stio., Wax Myrtle
f. Man-made features now on tract. Existing
logging roads and mosquito ditches
g. What is the CAMA Land Use Plan land
classification of the site? (Cwxmlt die local land rune plon.J
Conservation Transitional
Developed Community
X Rural (w/ services) Other
It. How is the tract zoned by local government?
Not county zoned
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? X Yes _ No
If yes, by whom? Preliminary assessment by
Daniel Cassidy of state cultural resources office: a more
detailed evaluation conducted by Wake orest Archaeological
Laboratory. Exhibit DCM-MP-1 A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Revised 03/95
I. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
Exhibit DCM-MP- 1 B
m. Describe existing wastewater treatment
facilities. Sewer will be provided by the
Bay River Metropolitan Sewer District.
Exhibit DCM-MP-1 C
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 run-off will be directed toward the interior of
the tract. some will be intercepted by retention ponds,
other runoff will be directed as sheetflow into vegetated
wetlands for filtration and nutrient transformation:
there will be no wastewater or effluent discharge to
waters of the state.
o. Describe existing drinking water supply
source. None. Water to be provided by
Pamlico Counri
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. Exhibit DCM-MP-1 D
* An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an 8 %" by I I" white paper.
(Refer to Coastal Resources Commission Rule
7J.0203 for a detailed description.) Enclosed
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue -line prints or other larger plats 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 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
certified 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 Mr. John Tilton
Address Rt. 1, Box 198A, Merrit, NC
Phone [phone]
Name Ms. Barbara V. Muse
Address 404 South Pitt St., Farmville, NC Phone
(unlisted)
Name Mr. Joseph L. Young
Address 2512 Orchard Creek Rd., Oriental, NC 28571
Phone _(252)249-2237
Name NCDOT - Aaron Everett
Address 209 South Glenburnie Rd.
Phone New Bem, NC 28560
* A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
* A check for $475 made payable to the Department of
Environment and Natural Resources (DENR) 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.G.S. 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.
Revised 03/95
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 knowledge, 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,
grant permission to representatives ofstate 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
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the/ day ofAbAt"J,, JFf/
Print
LaVowner orautncrrzea lynt
Please indicate attachments pertaining to your
proposed project.
X DCMMP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each form.

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. 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 Final
Existing Project
Length Width Depth Depth
Access channel
600'
150'
-5'
-9
(MLW)or('NWL)
msl
msl
Exhibit
DCM-MP-2E
1300
75'
N/A
-8
Canal
msl
1700
675'
N/A
-8
Boat
msl
Basin
70'
30'
N/A
-8
Boat
msl
Ramp
N/A
N/A
Rock
Groin
r. ;
N/A
N/A
Rock
i kr?
1
Sac
Breakwater
4
Revised 03/95
Other (Excluding
18'
N/A'
N/A
shoreline
925'
stabilization. "(Open
Ditch) Circulation
Mechanism on SW
side of Marina.
Addendum DCM-
MP-2-1
`Circulation Channel See Exh. DCM-MP-2D & Marina Plan
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic yards
Approach channel 10,000 cubic yards.
b. Type of material to be excavated Fine sand.
c. Does the area to be excavated include coastal
wetlands(marsh), submerged aquatic vegetation
SAVs) or other wetlands? x Yes _No
d. Highground excavation in cubic yards
580,000cubic yards (Upland Basin & Channel),
5,000cubic yards (Open ditch)
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On -site in upland
areas Exhibit DCM-MP-2 A
b. Dimensions of disposal area Multiple disposal
areas of varying dimensions.
Exhibit DCM-MP-2 A
c. Do you claim title to disposal area?
X Yes _ No
If no, attach a letter granting permission from
the owner.
J

Form DCM-MP-2
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? In designated upland disposal
areas. (see site plan)
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the
water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead . X Riprap
b. Length Inland Marina Bulkhead — 7,500'
Riyrap-3,800' - Exhibit DCM-MP-2C
c. Average distance waterward of MHW or NWL
Bulkhead — 0'; Rivrav — 7.5'
d. Maximum distance waterward of MHW or
NWL. Bulkhead — 0' ; Riprap — 15'
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No *All404
If yes,
(I )Dimensions of fill Exhibit DCM-MP-2F
(2)Purpose of fill Widening of existing road
ROW & crossings
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Per erosion
control plan, silt fences and other approved
methods.
e. Shoreline erosion during preceding 12 months b. What type of construction equipment will be
used (for example, dragline, backhoe, or
Severe alone Neuse River shoreline (refer to hydraulic dredge)?
attached photographs; +/- 12-15'/vr.)Exhibit Backhoes for stormwater ponds; clam shell
DCM-MP- 2 B bucket and barge; Bulldozers for upland
radio
f. Type of bulkhead or riprap material
Bulkhead. -Vinyl w/ concrete cap Riprap:;
NCDOT Class 2 granite
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap 1500 cubic yards
(2) Bulkhead backfill 0 cubic yards
Revised 03/95
c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will —be taken to
lessen environmental impacts.
AppRant or Project Name
Sign ure Date

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. 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 600 single-family homes
with associated amenities and service structures.
A 400 slip upland basin marina and a 200 vessel
dry storage with support structures.
See: Attached Site Plan and Marina Plan
b. Number of lots or parcels 600
c. Density (give the number of residential units
and the units per acre) approx. overall avg. 1 unit
per 2 acres
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 105 acres
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 TBD_
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt, concrete, marl and turf block
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. 1%
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
Revised 03/95
Environmental Management for review?
Yes X No
If yes, date submitted TBD
i. Describe proposed method of sewage disposal.
Sanitary sewer to be provided by the Bay River
Metropolitan Sewer District
j. Have the facilities described in Item I. above
received state or local approval? Yes
(Attach appropriate documentation) Exhibit
DCM-MP- I C
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
state.
I. Describe proposed drinking water supply
source (e.g. well, community, public system, etc.)
Public water system - Pamlico County
m. Will water be impounded?
If yes, how many acres?
Yes _No
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
r Project Name
���
Signa
Date

Form DCM-MP-4
STRUCTURES
MARINA DOCKS
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial —Community _Private
(2) Number per plan (see attached Marina
Plan
(3) Length per plan
(4) Width 6'
(5) Finger Piers X Yes —No
Exhibit DCM-MP-4B & 6A
(i) Number 400
(ii) Length avg.42'
(iii) Width per plan
(6) Platform(s) x Yes _No
(i) Number per plan (See Marina Plan)
(ii) Length
(iii) Width
(7) Number of slips proposed 400
(8) Proximity of structure to adjacent riparian
property lines >15'
(9) Width of water body NA
(10) Water depth at waterward end of pier at
MLW or NWL 8'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
Revised 03/95
wetland
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
(1) _Commercial _Community_Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift,mooring pilings,
etc.) N/A
(1) _Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Channel markers (4) two fixed piles& two
floating (exhibit DCM-MP- 6 B)
*Private boat docks will be prohibited on
individual lots via deed -restrictions.
Project Name
,ignfure U \./
-./ b
Date

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial _ Public _Residential
See enclosed Marina Site Plan
b. Will the marina be open to the general public?
X Yes —No
c. If there is residential development associated
with the marina, how many units or lots are
planned and how many are currently developed?
600 units planned, no lots have been
developed
d. Check all of the types of services to be
provided.
_Full service, including travel lift and/or
rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 400
X Dry storage
Number of boats 200
1 Boat ramp(s)
_ Other (describe)
e. Check below the proposed type of siting.
X Land cut and access channel
_Open water with dredging for basin
and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats,
mixed types). Mixed sailboat, yacht, & motorboat
Revised 03/95
g. Typical boat length 32'
h. Maximum boat length 48'
i. Are any floating structures planned? Yes
If so, describe Floating docks
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities
that will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 14
Location In upland buildings
X Showers
X Boat holding tank pumpout
Type and location One permanent at fuel
dock.
b. Describe treatment type and disposal location
for all sanitary wastewater. Public sanitary sewer -
via Bay River Metropolitan Sewer District
c. Describe the disposal of solid waste, fish offal
and trash disposal. Removal and disposal by
private contractor
d. How will overboard discharge of sewage from
boats be controlled? Dockmaster will enforce
marina policy (enforcement will be
supplemented by use of dye tablets or other
Coast Guard approved method to ID spillage)
e. Give the location and number of "No Sewage
Discharge" signs proposed. 25 - located at top of
gangplanks, and entrance channel.
f. Describe the special design, if applicable, for

Form DCM-MP-4
STRUCTURES
SMALL COMMUNITY DOCKS (CANOE TRAILS)
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) _Commercial X Community
_Private Sch. A
(2) Number 3 Exhibit DCM-MP-4 A
(3) Length * (1) 30' (2) 52' (3) 93' Sch.A
*Does not include platform. See Sch.A
(4) Width 6'
(5) Finger Piers _ Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) x Yes No
(i) Number 3 Exhibit DCM-MP-4 A
(ii) Length(1)10 (2) 10 (3) 12
(iii) Width (1-3) 20'
(7) Number of slips proposed None
(8) Proximity of structure to adjacent riparian
property lines >15'
(9) Width of water body (1) 140' (2) 20 (3) 25
(10) Water depth at waterward end of pier at
MLW or NWL 2'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
Revised 03/95
(1) Length
(2) Average distance from MHW, NWL or
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
(1) _Commercial _Community_Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift,mooring pilings,
etc.) N/A
(1) _Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Date
a6t or Project Name
it /, I
ure

containing industrial type pollutants, such as
paint, sandblasting waste and petroleum products.
Above -ground storage tank to be in
compliance with all AST standards: contingency
measures outlined through the Marina Operation
& Maintenance Manual including the use of
booms for containment
g. Where will residue from vessel maintenance be
disposed of? N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 4 Channel Markers: 2
`No -Wake' Signs Exhibit DCM-MP-6 B
i. Give the location of fuel -handling facilities,
and describe the safety measures planned to
protect area water quality. Above -ground storage
tank on upland adiacent to basin: contingency
measures outlined in section of Marina Operation
& Maintenance Manual
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts. Flushing promoted by designed
hydrologic gradient (shallower basin relative to
entrance channel): circulation inlet and outlet at
both ends of basin. Addendum DCM-MP-2-1
k. What will be the marina policy on overnight
and live -board dockage? Overnights will be
restricted. No live-aboards.
I. Is the proposed marina located near any
shellfish leases? Yes X No
m. If this project is an expansion of an existing
marina, what types of services are currently
provided? N/A
n. How many slips are now available? N/A
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
Revised 03/95
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
* A recommendation will be made in
accordance with 15A NCAC 18A MARINA:
DOCKING FACILITIES: OTHER MOORING
AREAS for a 100 foot closure area adjacent to the
mouth of the channel to the harvest of shellfish.
See Exhibit DCM-MP- 6 C
q. Give the location and number of "Pumpout
Available" signs proposed. 25 (to be located at
the same locations as the "No -Sewage Discharge"
signs)
*cafilroject ame
iY_-o /
Date
J

Permit Class
NEW
Permit Number
146-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
e r m t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Weyerhaeuser Real Estate Co., Gum Thicket Marina, 233 Middle Street, Suite 214, New Bern NC 28560,
Authorizing development in Pamlico County at Confluence of Broad Creek and Neuse River,
SR 1317 (Orchard Creek Road) , as requested in the permittee's application dated 3/14/01, including
attached workplan drawings (35), dated as indicated in Condition No. 1 below.
This permit, issued on November 20, 2001 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, spepial conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) All work shall be carried out In compliance with the following listing of attached workplan
drawings unless altered herein:
0�
Sheet of 13 dated 4/5/00 rev. 1/24/01, Sheets 2-12 of 13 dated 4/5/00, Sheet 13 of 13 dated
4/5 rev. 1124/O1; Prop. Inlet Hydrograph dated 3/20/00; 404 Wetland Roadway Crossings
date Sheets 1-10 of 10 dated 1/26/01; Pier A Details Sheet 1 of 3 dated 2/24/01, Sheet 2 of 3 no
date, Sheet 3 of 3 dated 2/28/01; Typical Wooden Pedestrian Walkway Sheets 1-2 of 5 dated
1/23/01; Walking Trail and Crabbing Dock Sheet 3 of 5 dated 1/23/01; Canoe Landing and
Nature Watch Sheets 4 — 5 of 5 dated 1/23/01; Typical Marina Section dated 3/15/00;
Conservation Development Plan dated 3/9/01; Site Plan 1/23/01
(See attached sheets for Additional Conditions)
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 project modification not covered
hereunder requires further Division approval.
All work mus'. cease when the permit expires on
December 31, 2004
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
ofma D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

Weyerhaeuser Real Estate
Permit 4146-01
Page 2 of 7
y
ADDITIONAL CONDITIONS
Excavation of Marina, Access Channel, and Access Canal
2) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and October 1 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
3) Excavation within the access channel will not exceed 9 feet below NWL. Excavation within the marina
basin and access canal will not exceed —8 feet NWL. Over dredging is expressly prohibited.
4) In no case shall the depth of excavation exceed the depth of connecting waters.
5) An earthen plug shall be left between the proposed inland basin (mine site)anc�geccs.;.'channel and Broad
Creek until excavation landward of the plug has been completed, and a miiHim m'a- hour period after
completion of excavation will elapse prior to plug removal to prevent unnecessary siltation into the
adjacent water body.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials will be confined above normal water line and 1;qn .ward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) No excavated or fill material will be placed at any time in any vegetated wetlands outside of the
alignment of the fill area indicated on the workplan drawings. ` 's .
8) The diked disposal area(s) will be constructed a sufficient distance from the mean high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
9) The disposal area(s) will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
10) The spoil disposal area(s) must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
Circulation Channel
11) The circulation channel and restoration of the impacted coastal wetlands shall be done in accordance
with the attached "Addendum DCM-MP-2-2". The proposed mitigation efforts shall allow for a
minimum replacement to impact ratio of 1:1. Should the 1:1 ratio not be met, the permittee shall
coordinate with the Division of Coastal Management to determine appropriate remedial actions.

Weyerhaeuser Real Estate
Permit #146-01
Page 3 of 7
ADDITIONAL CONDITIONS
Bulkhead and Rock Riprap
12) The riprap will not extend waterward more than an average of 7.5 feet from the normal water level, with
a maximum offshore distance of 15 feet.
13) The alignment of the authorized bulkhead and riprap structures must be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, will
require the alignment to be restaked by DCM within a maximum of 30 days prior to the new expected
start pf construction.
14) The riprap material must be free from loose dirt or any pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current action.
15) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the
structure.
16) The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
17) All backfill material will be clean and free of any pollutants except in trace quantities.
Marina Facility
18) This permit authorizes only the docks, piers, channel markers and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, may become a permanent part of this marina facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
19) The four channel markers in Broad Creek shall comply with all applicable requirements of the US Coast
Guard and./or the NC Wildlife Resources Commission.
20) Piers and docking facilities for individual property owners within the Gum Thicket Marina and
Residential Development are limited to areas within the marina basin only. This permit condition is to
be enforced by protective covenants, deed restrictions, or other legally enforceable instruments. Any
pier or docking facility located outside the marina basin and not in accordance with the permit
application shall be considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the project. The permittee
has agreed to this condition to minimize disturbance within the many creeks that border this
development that are designated Primary Nursery Waters by the Division of Marine Fisheries.

Weyerhaeuser Real Estate
Permit #146-01
Page 4 of 7
ADDITIONAL CONDITIONS
y
21) To ensure compliance with Condition No. 20 of this permit, the permittee shall place deed
restrictions on all waterfront lots referencing the no docking facility requirement referenced in Condition
No. 20. The deed restrictions shall be recorded with the Pamlico County Register of Deeds, and a copy
of the recorded deed restrictions supplied to the Division of Coastal Management prior to the initiation
of any activities authorized by this permit.
22) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility will be installed and operable, and maintained for the life of the marina.
23) . The marina facility will display a sign showing the location of the on -site pumpout facility and other
appropriate waste disposal information, at the marina office, each marina basin pier, and the marina boat
ramp.
24) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the manna facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
25) The manna facility will post and enforce a no sewage discharge policy.
26) 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.
27) The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
28) 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.
29) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
30) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities, including the 4 authorized
channel markers in Broad Creek. At a minimum, permanent reflectors should be attached to the
structure in order to make it more visible during hours of darkness or inclement weather.
31) The permittee shall develop and implement a fuel and waste spillage protection plan to minimize
potential environmental impacts resulting from a fuel spill. All users of the manna facility shoud be
informed of the fuel spill plan.
32) This permit authorizes a maximum of 400 boat slips.

Weyerhaeuser Real Estate
Permit #146-01
Page 5 of 7
ADDITIONAL CONDITIONS
33) At least one dry fire hydrant accessible for use by local fire departments must be provided for at the
marina basin. The Pamlico County Fire Marshall should be contacted for assistance in locating this'
facility.
NOTE: The permittee is encouraged to provide trash receptacles, sufficient in numbers, to provide easy
access and capacity will be installed at the marina prior to occupancy.
Boat Ramp
33) The concrete boat ramp must be poured on high ground and pushed or placed into the water once
hardened. No live concrete may come into contact with the water.
Community Crabbing, Nature and Canoe Docks
34) Any portion of the permitted community docking facilities built over coastal wetlands must not exceed
six feet in width and must be elevated a minimum of three feet over the wetland substrate as measured
from the bottom of the decking.
35) No boat slips are authorized in association with the three community docks.
Upland Development
36) Spoil areas and all other areas of land disturbance will be properly graded and provided a ground cover
sufficient to restrain erosion within thirty (30) working days of project completion.
37) Any change to the design and layout of the proposed upland portion of the project will require a
modification of this permit.
38) The NCDOT District Engineer in New Bem shall approve all work involving the North Carolina
Department of Transportation Right of Way.
Water Quality & Stormwater Management
39) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
40) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7010503,
which was issued on 11/8/01. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.

Weyerhaeuser Real Estate Permit #146-01
Page 6 of 7
ADDITIONAL CONDITIONS
41) The permitted activity will be conducted in such a manner as to preventa significant increase in
turbidity outside of the area of constriction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
42) The N.C. Division of Water Quality has authorized the proposed project under General Water Quality
Certification No. 3274 and additional conditions (DWQ Project No. 010673), which was issued on
6/28/01. Any violation of the permit approved by the DWQ will be considered a violation of this
CAMA permit.
Erosion & Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, A) 943
Washington Square Mall, Washington, NC 27889.
43) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
44) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
45) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar days of completion of any phase of grading on cut or filled slopes.
Archaeological and Cultural Resource Protection
46) At least one week prior to initiation of excavation, the permittee will contact the Division of Archives &
History (919/733-4763), providing this agency the opportunity to monitor development activities. If
significant archaeological features are exposed, this agency will be allowed reasonable time to record
and/or recover features prior to undertaking of any work.
General
47) All construction must conform to the N.C. Building Code requirements and all other local, state, and
federal regulations. ,
48) Any additional mitigative measures contained in the Environmental Assessment document prepared for
the proposed project shall be implemented unless specifically altered herein.

Weyerhaeuser Real Estate
Permit #146-01
Page 7 of 7
ADDITIONAL CONDITIONS
49) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: This,permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200110668.

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
November 8, 2000
MEMO TO: Melba McGee
FROM: Doug Huggett
SUBJECT: Environmental Assessment for Gum Thicket Residential
Subdivision and Upland Basin Marina, Pamlico County
Attached please find 8 copies of the revised Environmental Assessment
for the referenced project. This document represents the applicant's response
to comments received during the first Departmental review of the project. If
you should have any questions concerning this matter, please feel free to
contact me at 733-2293.
cc: Scott Jones (w/attachment)
MAILING: 1638 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1638
PHYSICAL: 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE: [phone] FAX:[phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]
;-..�,..�--�.

e.,
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
April 3, 2001
Weyerhauser Real Estate Company
c/o Ed Mitchell
119 Middle Street
New Bern, NC 28402
Dear Sirs:
fir
�
DENR
This letter is in response to your recent Environmental Assessment submittal for the
Gum Thicket development in Pamlico County. Attached please find notification from the
State Clearinghouse that the project has successfully completed review under the North
Carolina Environmental Policy Act (NCEPA). Therefore, no further actions under
NCEPA are necessary on your part. Please feel free to contact me should you have any
additional questions or comments on this matter.
Sincerely,
Doug Huggett
Major Permits and Consistency Coordinator
cc: Scott Jones
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.ne.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50 % RECYCLED / 10% POST CONSUMER PAPER

llorth Carolina
Department of Administration
Michael F. Easley, Governor
Mr. Doug Huggett
N.C. DENR
Div. of Coastal Management
Parker -Lincoln Bldg. - 1638 MSC
Raleigh, NC 27699-1638
March 27, 2001
RMCEIVED
MAR 2 9 2001
Gwynn T. Swinson, Secretary
Dear Mr. Huggett: COASTAL MANAGEMENT
Re: SCH File # 01-E-4300-0486; Environmental Assessment/Finding of No Significant Impact
Proposed Development by Gum Thicket Residential Subdivision and Upland Basin Marina in
Pamlico County
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
No comments were made by any state/local agencies in the course of this review. Therefore, no further
environmental review action on your part is required for the compliance with the Act.
Best regards.
cc: Region P
Sincerely,
d4162V 6"P4�
Ms. Chrys Baggett
Environmental Policy Act Coordinator
116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer

North Carolina
Department of Administration
Michael F. Easley, Governor
February 6, 2001
Mr. Doug Huggett
N.C. DENR
Div. of Coastal Management
Parker -Lincoln Bldg. - 1638 MSC
Raleigh NC 27699-1638
Dear Mr. Huggett:
Rl=rEIVED
FEB 0 8 20011
COASTAL MANAGEMENT
Gwynn T. Swinson, Secretary
Subject: Environmental Assessment/Finding of No Significant Impact - Proposed Development
by Gum Thicket Residential Subdivision and Upland Basin Marina in Pamlico County
The N. C. State Clearinghouse has received the above project for intergovernmental review. This
project has been assigned State Application Number 01-E-4300-0486. Please use this number with
all inquiries or correspondence with this office.
Review of this project should be completed on or before 03/25/2001 . Should you have any
questions, please call [phone].
Sincerely,
Ms. Chrys Baggett
Environmental Policy Act Coordinator
PLEASE NOTE NEW MAILING ADDRESS
EFFECTIVE IMMEDIATELY
N.C. STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
1302 MAIL SERVICE CENTER
RALEIGH, NC 27699-1302
116 West Jones Street * Raleigh, North Carolina 27603-8003 * Telephone [phone]
State Courier 51-01-00
An Equal Opportunity/Affirmative Action Employer

RN
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
4 wy
JAN 1 1 zUU1
MEMORANDUM COASTALMANAGEIUENT
TO: Doug Huggett
Division of Coastal Management
FROM: Melba McGee
Environmental Review coordinator
RE: #1086 Gum Thicket Residential Subdivision and
Upland Basin Marina, Broad Creek, Pamlico County
DATE: January 8, 2001
The referenced project has been circulated among our
internal divisions.
The attached comments from the N.C. Wildlife Resources
Commission should be addressed. After you have come to some
kind of resolution and the environmental assessment has been
revised, please provide me with a memorandum verifying that
the issues raised have been adequately addressed. Either
way, our division comments will need to be addressed prior
to the State Clearinghouse review.
Thank you for the opportunity to respond.
Attachments
1601 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1601
PHONE [phone] FAX [phone] wwW.ENR.STATE.NC.US/ENR/
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLE./10% POST -CONSUMER PAPER

® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Melba McGee
Office of Legislative & Intergovernmental Affairs
FROM: William Wescott, Coastal Coordinator I I 1
Habitat Conservation Program
DATE: January 4, 2001
SUBJECT: Comments regarding the Environmental Assessment for Gum Thicket Residential
Subdivision and Upland Basin Marina, Broad Creek, Pamlico County. Project #
1086.
Staff biologists with the Wildlife Resources Commission have reviewed the
Environmental Assessment. Our comments are provided in accordance with provisions of the
Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.), the Clean
Water Act of 1977 (as amended) and the North Carolina Environmental Policy Act (G.S. 113A-1
et seq., as amended; 1 NCAC-25).
The applicant proposes to develop up to 600 residential units, a 400-slip marina and other
community amenities. The project site is located in Pamlico County at the confluence of Broad
Creek and the Neuse River and consists of 1,324 acres of which 394 acres are wetlands. The site
is predominantly loblolly pine stands characteristic of timber production use. Waters at the site
are classified as SA -NSW by the Environmental Management Commission, designated as
primary and secondary nursery areas by Division of Marine Fisheries and open to shellfish
harvest/consumption.
The applicant's dedication to environmental awareness and proposals to minimize
impacts to primary and secondary nursery areas and open shellfishing areas are stated throughout
this document. We will concur with findings of this environmental document provided the
following conditions are met:
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]

Gum Thicket 2 January 4, 2001
♦ Restrictive covenants are incorporated to prohibit the construction of private docks
and piers.
♦ Restrictive covenants are incorporated to prohibit wetland fill by lot owners.
♦ Any in -water excavations adhere to an April 1 to September 30 moratorium.
♦ The tract of land being considered for development is prime black bear habitat;
therefore, future lot owners will undoubtedly encounter bears. The number of people
desiring to live in new residential developments in rural North Carolina is increasing
rapidly and so are the number of reports NC Wildlife Resources Commission receives
regarding bears walking through yards, tearing up trash cans and bear/people
encounters. The applicant should help develop and distribute information to educate
residents about bear behavior and how to react when encountering bears in a
residential setting. For additional information contact Robert Norville, District 2
Wildlife Biologist, at [phone].
We appreciate the opportunity to review and comment on this project. If you need further
assistance or additional information, please contact William Wescott at [phone].

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
a,wrrB 141111� MEMORANDUM
TO: Melba McGee, NC DENR Office of Legislative Affairs
JAMES S. HUNT JR. r FROM: Caroline Bellis, NC Division of Coastal Management
GOVERNOR ro SUBJECT: Review of
V — ioye_ DATE: i/ • Z F. ZcrZyzo
1/ A COPY OF ALL COMMENTS RECEIVED REVIEWER COMMENTS
BY THE SCH IS REQUESTED ATTACHED
BILL HOLMAN -
:' SxCRETARY
Review Comments:
This document is being reviewed for consistency with the NC Coastal Management Program
DONNA D. MoFFITT pursuant to federal law and or NC Executive Order 15. Agency comments received by SCH are
DIRECTOR needed to develop the State's consistency position.
Project Review Number (if different from above)
^" A consistency position will be developed based upon our review on or before
A Consistency Determination document _is, or _may be required for this project pursuant to
federal law and or NC Executive Order 15. Applicant should contact Caroline Bellis in Raleigh,
phone [phone], for information on proper document format and applicable state guidelines
and land use plan policies.
Ig '
Proposal is in draft form, a consistency response is inappropriate at this time. A Consistency
Determination should be included in the final document.
_ A Consistency Determination Document (pursuant to federal law and/or NC Executive Order 15)
is not required.
_ A consistency response has already been issued.
..
Project Number Date Issued
_ Proposal involves < 20 Acres and or a structure < 60,000 Square Feet and no AEC's or
P
Land Use Plan problems.
_ Proposal is not in the Coastal Area and will have no significant impacts on any land or
water use or natural resources of the Coastal Area
✓A CAMA Permit &,�is, or may be required for all or part of this project. Applicant should
contact -T-adT�in iMeYrlivjd Cz;i , phone #g,M L S�>F%for information.
CAMA Permit _has already been issued, or_j. -ecurrently being reviewed under separate
circulation. Permit Number Date Issued
✓Other (x LtJi // 7vm2c���, c✓ �i e L a( Co rr�r�s L A.,rvc �zcec�, 7�
State of North Carolina Consistency Position:
_ The proposal is consistent with the NC Coastal Management Program provided that all conditions
are adhered to and that all state authorization and/or permit requirements are met prior to
implementation of the project.
The proposal is inconsistent with the NC Coastal Management Program
Other (see attached).
MAILING: 1638 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1636
PHYSICAL: 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE: [phone] FAX: [phone]
-. AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST -CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

DNO= SUBLANDS/APPEALS Fax:[phone] Jan 4 '01 9:37 P.05
Gum Thicket Residential Subdivision and Upland Basin Marina
Environmental Assessment
Response to Comments:
(1) Dissolved Oxygen Modeling and Upland Basin Design:
Response provided in form of letter to Milt Rhodes (dated October 3, 2000), included
as an appendix to the EA (Appendix G). Additional information provided on page 14
(Section VI. N., paragraph 3 and Section VII., paragraph 2) and in Appendix G_
(2) Compliance NC Coastal Stormwater Regulations
Stated on page 13 (Section VI. N-, paragraph 1).
(3) Complete Site Plan and Maps Depicting Natural Resources to be Submitted
Detailed maps and site plans are to be enclosed with the CAMA Major Permit
Application — as stated on page 15 (Section IX, paragraph 3).
(4) Specific Information Related to Dredging Activities and SAV's
There are no SAV's located within or adjacent to the dredging area. This is stated on
page 9 (Section VI. K., paragraph 1).
Dredging methods, including disposal and timeframe, are explained on page 10
(Section VZ_ K., paragraph 3). Use of turbidity curtains is stated on page 14 (Section
VI. N., paragraph 3). The use of a dewatering system is explained on page 14
(Section VI. N., paragraph 3) 4nd in Appendix E.
(5) Restrictive Covenants for Wetland Protection and Restrictions on Docks
The use of deed restrictions, to prevent wetland impacts on individual lots has been
stated in the EA on page 14 (Section VII., paragraph 1).
Restriction on docks has been stated on Page 6_(Section V. D., paragraph 4). ,S
(6) Compliance with all Applicable Setbacks including Neuse River Buffer Policy
Compliance with these setbacks has been.stated on pa-ge 13 (Section VI. N.,
paragraph 2) and page 14 (Section VII., paragraph 1)

June 16, 2000
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
c/o Doug Huggett
1638 Mail Service Center
Raleigh, NC 27699-1638
Dear Doug,
1 pOOl�b/Vbnr7y1SV00
r z NIV,
Per your request dated May 16, 2000 we have made the following revisions
to the Environmental Assessment submitted for the proposed Gum Thicket
development in Pamlico County.
1. Cover and Title Page dated.
2. Page 2, final paragraph -Attached as Appendix F, Exhibit 3 — flow
projections, treatment facility capability and permitting requirements.
Paragraph H page 8 modified.
3. Page 7, Section D -Changed to "if required"
4. Page 13, Section M — Sentence added to reflect training.
5. Page 15 — Section VIII, Findines — deleted.
6. Appendix E — revised to show maximum -9' elevation at the channel's
end, a marine survey and soundings were completed in the channel area by
Robert M. Chiles, P.E. The depths are shown on the channel drawings per
the survey.
7. Appendix G — the narrative has been revised to clarify the fact that the
model used was recommended and approved by the Division of Water
Quality.
Enclosed you will find ten copies of the revised document for the
Departmental review phase. Please advise if any additional copies are needed.
If you have any additional questions please feel free to call (252) 634-
3350. Look forward to hearing from you.
Sincerely,
Ed Mitchell
Division Manager
WWW.nCh2ofrnt.com

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Gum Thicket Marina and Residential Development
Weyerhaeuser Real Estate Company
C/o Mr. Ed Mitchell
2. LOCATION OF PROJECT SITE: Pamlico Co., adjacent to the confluence of
the Neuse River and Broad Creek off NCSR 1317 (Orchard Creek Road)
northeast of the Town of Oriental.
Photo Index' - 2000: 79-871 H-21 1995: 79-874 U-4
- Photo locations taken at the center of proposed marina basin.
State Plane Coordinates - X:2,717,600 Y:495,000
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE:Dates of Site Visits — August 6, 1999;
t ..:.j September 1, 1999; October 26, 1999;
February 4, 2000; July 25, 2000;
February 6, 2001
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received — March 30, 2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Pamlico County
Land Classification From LUP — Rural with Services
(B) AEC(s) Involved: PTA, EW, CS, CM
(C) Water Dependent: Yes
(D) Intended Use: Private and Commercial
(E) Wastewater Treatment: Existing - None
Planned - connection to Bay River Metropolitan
Sewerage District

FIELD INVESTIGATION REPORT:
Weyerhaeuser Real Estate Co. - Gum Thicket
PAGE #2
(F) Type of Structures: Existing - None
Planned - 600 home site subdivision including
roadway system and utility lines; 400 slip inland
marina; 1,900 ft. access channel and canal; 11,300
ft. of shoreline stabilization; 30 ft. access way
over marsh to a 10 ft. x 20 ft. platform over
water; 52 ft. access way over marsh to a 10 ft. x
20 ft. platform over marsh and water; 93 ft. access
way over marsh to a 12 ft. x 20 ft. platform over
marsh and water; 30 ft. x 70 ft. boat ramp within
the marina basin.
(G) Estimated Annual Rate of Erosion: 12-15 ft. per year on portions of the
Neuse River shoreline.
Source - Gum Thicket Environmental Assessment
7. HABITAT DESCRIPTION:
AREA
Dredged
Filled
Other
(A) Vegetated Wetlands -
CM 404 Wetlands
7,500 ft.2
14,035 ft.2
(B) Non -Vegetated Wetlands -
PTA EW
90,000 ft.2
28,500 ft.2
(C) Other - High Ground
34,012,084 ft.2
(D) Total Area Disturbed: 34,152,119 ft.2
(E) & (F) Water Classification
Surface
Waters
Water Quality
Classification
Designated
PNA
Open to Shellfish
Harvesting
Neuse River
SA NSW
No
Yes
Broad Creek
SA NSW
Secondary
Yes'
Tar Creek
SA NSW
Yes
No
Paris Creek
SA NSW
Yes
Yes
Mill Creek
SA NSW
Yes
Yes
Cedar Creek
SA NSW
Yes
Yes
Gum Thicket
Creek
SA NSW
No
Yes
- - The Division of Marine Fisheries (DMF) has closed all areas to shellfish
- harvesting in waters of Broad and Brown Creeks upstream from Tar Creek.
v)

FIELD INVESTIGATION REPORT:
Weyerhaeuser Real Estate Co. — Gum Thicket
PAGE N3
8. PROJECT SUNDURY: The applicant proposes to install a 600 home site
subdivision including appurtenances such as roadway system and utility lines, 400 slip
inland marina and ramp, 1,900 ft. access canal and channel, 11,300 ft. of shoreline
stabilization, and three nature docks on a 1,324 acre tract located at the confluence of
Neuse River and Broad Creek.
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is located in Pamlico County at the confluence of the Neuse River and
Broad Creek off of NCSR 1317 (Orchard Creek Road) northeast of the Town of Oriental.
The 1324-acre tract, owned by Weyerhaeuser Real Estate Company, consists primarily of
loblolly pine stands characteristic of timber production use. Common soil units of upland
areas include Wahee fine sandy loam, Argent loam, Yonges loamy fine sand, Fork loamy
fine sand, and Altavista loamy fine sand.
There are approximately 394 acres of tidal and non -tidal wetlands on the tract. Dominant
vegetation within the coastal wetland areas include Spartina alternflora, Spartina patens,
and Juncus roemarianus. Freshwater wetlands are dominated by Nyssa sylvatica, Acer
rubrum, Gordonia lasianthus, Cjrilla racemiora, and Smilax species. Hydric soils on the
tract include Lafitte muck, Argent loam, and Yonges loamy fine sand.
The tract has elevations ranging from 2 ft. to 8 ft. above Mean Sea Level (MSL), with an
average upland elevation of approximately 5 ft. above MSL. Water depths range from —2
ft. NWL near the proposed entrance channel to approximately —9 ft. NWL within the main
channel of Broad Creek. Mean lunar tide range in this area is less than 0.5 ft. However,
wind tidal amplitudes are commonly up to 1.5 ft. The NC Division of Water Quality
classifies the waters adjacent to the site as SA and Nutrient Sensitive Waters (NSW).
Those waters of Broad and Brown Creeks upstream of a straight line from the north shore
of Broad Creek to the south shore at the mouth of Tar Creek are closed to shellfishing.
Tributaries of Broad Creek (Tar Creek, Paris Creek, and Mill Creek) are designated
primary nursery areas (PNA) while waters of the main stem of Broad Creek adjacent to the
tract have been designated as a secondary nursery area. Cedar Creek, located on the
eastern side of the tract, has also been designated PNA. Gum Thicket Creek, located on
the south side of the tract, has not been designated as either PNA or secondary nursery
area.

FIELD INVESTIGATION REPORT:
Weyerhaeuser Real Estate Co. — Gum Thicket
PAGE #4
Weyerhaeuser Company has owned the Gum Thicket tract since the 1950's. A 500 acre
portion of the tract was planted in the late 1950's and mid 1960's. A southern portion
consisting of 243 acres was clear-cut between 1988 and 1989. In 1991, this section was
chopped, burned, and hand planted with loblolly pines at a 500 trees per acre schedule.
The northeast portion of the property (approximately 600 acres) received a thinning in
1993. There has been no additional harvesting on the tract since the 1993 thinning.
The Gum Thicket property is not zoned by Pamlico County. The CAMA Land Use Plan
for Pamlico County classifies this area as rural with services. Currently there are no utility
services on the tract. Arrangements have been made with Pamlico County, Bay River
Metropolitan Sewerage District, and Tidelands EMC for future water, sewer, and electric
services respectively. Adjacent riparian landowners have been identified as John Tilton of
Merrit, NC; Barbara Muse of Farmville, NC; Joseph Young of Oriental, NC; and the NC
Department of Transportation.
Project Description
Gum Thicket Marina and Residential Development will be predominantly a 600 home site
:) residential community (overall project density = one unit per two acres) with an associated
400 slip marina, recreational, and service amenities. The project seeks to achieve natural
resource protection by incorporating the following design elements: minimize total density
and impervious services; buffer coastal wetlands and waters; reduce site clearing through
fingerprinting; reduce paved right-of-ways; establish and maintain a framework of nature
trails; and manage stormwater on -site.
The marina will be located within a 1700 ft. x 675 ft. upland basin (-8 ft. NWL) and
accessed via a 600 ft. x 150 ft. access channel (-9 ft. NWL) within Broad Creek
connecting to a 1300 ft. x 75 ft. access canal dug into high ground (-8 ft. NWL)
immediately downstream of Paris Creek. The basin marina will serve to consolidate
boating use into a single area that can be more effectively regulated. The applicant has
agreed to a permit condition limiting docking facilities on the tract to only the marina basin
if applicant's marina proposal is granted. This permit condition would be enforced locally
via protective covenants. As a result disturbance to sensitive primary nursery areas will be
minimized. The presence of a dockmaster and pump -out station will help ensure proper
wastewater disposal.
Spoil generated from the excavation will be placed within 16 pre -selected, high ground
disposal sites within the tract. Much of this material will be utilized on -site for road base
material, building pads, and privacy berms around the road system.

FIELD INVESTIGATION REPORT:
Weyerhaeuser Real Estate Co. - Gum Thicket
PAGE k5
In order to stabilize the man-made basin and entrance canal, the applicant will install
approximately 7,500 ft. of vinyl bulkhead with a concrete cap. Approximately 3,800 ft.
of NCDOT Class 2 granite rock will be placed an average of 7.5 ft. waterward of the
NWL on the Neuse River shoreline between the adjacent Young property and Gum Thicket
Creek. This rock structure will be placed in an effort to stop severe erosion that has been
measured to be a loss of 12 ft. to 15 ft. per year.
Preliminary modeling of dissolved oxygen levels indicates more favorable conditions
within the proposed single, large basin. Prompted by Division of Water Quality
recommendations, a 1,100 ft. long circulation channel has been designed to connect the
marina basin to a tidal tributary on the southern side of the proposed basin. The
circulation channel is aligned with the entrance canal on the opposite side of the basin to
promote flow -through currents. Approximately 925 ft. of the channel will consist of an
open ditch (invert elevation = -2 ft. NWL) with banks graded to a 3:1 slope. The side
slopes will be planted with appropriate hydrophytic vegetation (e.g. S. patens, J.
roemarianus) providing bank stabilization. Sumps (invert elevations = -5 ft. NWL) at
each end of the open -ditch channel will serve as sediment retention areas and will provide
the necessary hydrologic head for flushing. The ditch will be contiguous with a 200 ft.
culvert pipe (36 in. diameter) that will tie into the southern side of the basin at -7 ft.
NWL. The culvert pipe is required for this portion of the circulation channel in order to
cross underneath an access road and provide a permanently submerged basin connection.
The community will provide residential living oriented around recreational boating
amenities including: parking, boat ramp (30 ft. x 70 ft. within marina basin), RV and boat
storage, clubhouse, marina center, pool, tennis courts, nature trails, canoeing, kayaking,
and other outdoor activities. To facilitate these outdoor activities, the applicant is
proposing three small dock structures as described below.
Dock
Dock
Dock
Dods
Finger
Platform Size
Platform
N of
Width
Depth
Description
Length
Length
Width
Piers
Distance
Sups
of
at End
Length
Width
I
Over
Over
Over
Over
Water
of Pier
Marsh
Water
Water
Marsh
Body
(NWL)
(1) - Crab
30'
0'
6'
0
10'
20'
_ 10'
0'
0
140'
2'
Dock
(2) - Nature
52'
0'
6'
0
10'
20'
S'
5'
0
20'
2'
Dock
(3) - Canoe
1 93'
0'
6'
0
12'
20'
6'
6'
0
25'
3'
Dock

FIELD INVESTIGATION REPORT:
Weyerhaeuser Real Estate Co. — Gum Thicket
PAGE #6
Anticipated Impacts
The proposed marina basin and entrance canal will result in the creation of 1,245,000 ft.Z
of estuarine waters and public trust areas (-8 ft. NWL). Approximately 90,000 ft.Z of
open water within Broad Creek will be excavated to a depth of —9 ft. NWL. The
excavation will generate approximately 613,000 yds.' of spoil which will be placed and
permanently stabilized on various high ground disposal sites within the 1,324 acre tract.
The installation of vinyl bulkhead around the access canal and basin will not result in fill
because of the upland placement. However, the installation of the rock riprap along the
Neuse River shoreline will result in the loss of 28,500 ft.' of shallow bottom habitat.
Approximately 14,000 ft.z of section 404 wetlands will be filled for the community
roadway system. The entrance canal will be is located on the Broad Creek shoreline just
downstream of Paris Creek to avoid any coastal marsh impacts and provide sheltered
egress in and out of the basin. The installation of the circulation channel will temporarily
impact approximately 7,500 ft.' of coastal marsh and 404 wetlands primarily adjacent to
the existing tidal tributary that flows to Cedar Creek. Weyerhaeuser will replant and
monitor site to ensure that there is no permanent loss to coastal marsh species.
There can be expected some short-term, construction related turbidity associated with the
nature and marina docks installation, excavation of the access channel within Broad Creek,
and the opening of the canal to the access channel. The combined nature dock platforms
will shade 420 ft.' of open water and 220 ft.' of coastal marsh. The marina docks will
shade approximately 60,000 ft.Z of open waters within the basin once they are built out
entirely. Based on submitted application, if marina is permitted as proposed then no
additional dockage will be allowed for the waterfront home sites.
The point of entry for the proposed marina channel is currently open to shellfish
harvesting. A recommendation will be made in accordance with 15A NCAC 18A Marina:
Docking Facilities : Other Mooring Areas for a 100 ft. closure area adjacent to the mouth
of the channel to the harvest of shellfish. In correspondence dated March 27, 2000, the
DMF finds "that a natural resource [for shellfish] does not currently exist in the proposed
area. Additionally, due to the poor site conditions; shallow water, sand bottom, and lack
of natural clutch material, the potential for oysters to establish this area through natural
process is unlikely."

FIELD INVESTIGATION REPORT:
j Weyerhaeuser Real Estate Co. — Gum Thicket
PAGE #7
Due to the size and magnitude of this project it is likely that review agencies will desire
site visits to various places within the 1,324-acre tract. Much of the tract is in timber
production and has not been thinned since 1993. There is limited logging road access on
the site and it is usually gated. In an effort to make these visits as efficient as possible it is
recommended that review agency personnel coordinate these visits through the DCM
Morehead City Field Office. The applicant has agreed to provide access to any part of the
project site via boat or vehicle. It is recommended that review staff have at least one joint
site meeting to address any interagency questions or concerns. Additional site visits may
be conducted as needed and are encouraged.
Scott Jones —
DCM-Morehea City Field Office
April 27 2001

[F,wd: kJse Attainability Analysis for Gum Thicket Marina]
Subject: [Fwd: Use Attainability Analysis for Gum Thicket Marina]
Date: Tue, 14 Aug 2001 07:39:43 -0400
From: Charles Jones <[e-mail]>
Organization: NC ENR DCM
To: Doug Huggett <[e-mail]>
Subject: Use Attainability Analysis for Gum Thicket Marina
Date: Mon, 13 Aug 2001 16:32:48 -0400
From: Deborah Sawyer <[e-mail]>
Organization: DENR
To: Charles S Jones <[e-mail]>,
Scott Jones <[e-mail]>
CC: Joanne Steenhuis <[e-mail]>,
John Dorney <[e-mail]>
Charles and Scott,
I found an old copy of the Use Attainability Analysis form (it had Paul
Wilms name on it as Director). I retyped it with Greg Thorpe's name. I
have to get up with Sean McKenna to answer some of the questions and
then I'll send it up to John Dorney for Greg Thorpe's signature. It will
probably take a couple of days. John can forward it to you as soon as
Greg signs it.
Deborah
I of 1 8/14/01 10:09 AM

Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of water Quality
DIVISION OF WATER QUALITY
USE ATTAINABILITY ANALYSIS FOR RECEIVED
PROPOSED MARINA PROJECTS IN CLASS SA WATERS
AUG 2 3 2001
(Check All Appropriate Boxes or Fill in Blanks)
COASTAL MANAGEMENT
Project Name: Cslch��'`a� 1 �``-� �owti��
Section 1. Project Description
A. New Marina Marina Expansion
B. —Z New Basin (dug out of high ground)
(Include Specifications and Sketch)
Existing Basin Expansion
(Include Specifications and Sketch)
_ Natural Waters
Others (Please Describe Below)
C. Proposed No. of Slips �®
Existing No. of Slips
D. Commercial Marina
_ Private Marina
_ Publicly Owned Marina
Other (Please Describe Below)
E. Description of Any Unique Characteristics or Operational Proposals.
Section II. Existing Use Determination (for waters outside of marina basins).
A. Closure Status (check one)
Open Waters
Closed Waters (by data) Date Closed
Closed Waters (DHS Marina Policy)
B. Will the proposed project result in additional closed acreage? (Please attach
analysis showing calculations for area of closure).
—AZ Yes No Not Clear

C. Does the area to be effected by any closure have significant shellfish resources?
D.
E.
Yes No
Unknown
Briefly provide description of resource and any other characteristics.
Has the area to be impacted by the proposed project been available for shellfish
harvesting and has shellfish harvesting occurred since November 28, 1975?
_ZYes _ No
Unknown
Is the entire area to be impacted by the proposed project currently unavailable for
shellfishing because of the DHS Marina Policy or other irretrievable man induced
impact?
Yes —zNo
If yes, briefly describe below.
Section III. Attainable Use Determination (to be completed only if the answer to 11. A is Closed Waters
(by data), and if the answers to 11. D and II. E are No.
A. What are the major sources of pollution causing the closure?
B. What actions are required to reduce or eliminate these existing sources of
pollution?
C. Can the areas be expected to be open for shellfishing given reasonable efforts to
control the existing sources of pollution? Explain.
Section IV. Project Decision
A. Recommend Project Denial
There has been a recent shellfishing use (answer to 11. E is Yes) and the
area is not currently irretrievably closed (answer to 11. F is No).
OR
_ Shellfishing is a reasonably attainable use according to Section 111.
OR
Insufficient information (answers to II. D and/or II. E are Unknown .

"
B. Recommend Project Approval
—Z There has not been a recent shellfishing use (answer to II. E is J and
shellfishing is not reasonably attainable use according to Section Ill.
OR
_ The entire area is irretrievably lost to shellfishing as a result of the DHS
policy or other irreversible man -induced impact (answer to II. F is Yes).
C. Conditions to be included in permit (check approprietely)
Lump -out Facilities Only Boats w/o Heads
_ ocked-head Policy Stormwater Permit
No Transient Docking _� Compliance with Buffer Rules
No Live-aboards _yam SPCC Plan for Fuel Storage
19
information is required to make an informed permit decision?
This evaluation of the attainability of shellfish uses in the waters in the vicinity of
Is approved by:
Water Quality Sectio
Director's Office
lffice) O /O/ Date
Date

JUN.-071'01(THU) 14 56 SHELLFISH SANITATION
TEL [phone] P.004
North Carolina
Department of 13nvironment and Natural Resources
Division of Coastal Management
Michael F. Easlpy, Governor
William G, Rosh Jr., Secretary
Donna D. Moffijt, Director
May 7, 2001
MEMORANDUM
Linda Sewall, Director
Division Of Environmental Health
FROM: Doug Huggett
Major Permits Processing Coordinator
AGu
+
NCDENR
2001
SHELLFISH Sgrytrg7lr-
SUBJECT: CAMA/DREDGE die FILL PERMIT APPLICATION REVIEW
APPLICANT: rYli! RHAELJSEII1tEAL ESTATE COMPANY/GUM THICIO'I' MARINA
PROJECT LOCATION: Off SR1317 (Orchard Creek Road), northeast of the Town of Oriental,
Pamlico Co.
PROPOSED PROJEJ�T: To install a 600 home site subdivision with amenities, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 28 2001. If you have any questions regarding the proposed project, please contact
Doug Huggett at 733-2293. When appropriate, in-depth comments with suppotYing data are
roquested.
REPLY
This agency has no objection to the project as proposed,;
This agency has tta comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
This agency oh,jects to the project for reasons described in the attached continents.
SIGNED DATE Col110,
6eQ. Q#a-cat? _a C t4k..,t� '
1638 Mail Service Center, Raleigh, North Carolina 27699-1639
Phone; 919-733-2293 1 FAX; 919-733-1495 \ Internet: httD://dcrr?.enr.state.nc.us

JUN.,-01'01(THU) 14:56 SHELLFISH SANITATION TEL:[phone] P.002
State of North Celrolina
Department of Environment
and Natural Resources
Division of Environm,putal Health
Michael F. Easley., Governor
William G. Ross, Jr., Secretary
Undo C. Sewall, Direl;tor
10011 I UM1011711U1
TO: Doug I-Iuggett
Major Permit Processing Coordinator
FROM: George Gilbert: e
Section Chief, Shellfish Sanitation Program
1�
NCDENR
NORTn CAROLINA DEPARTMENT OF
ENVIRONMIZKT AND NATLIRAI_ RESOURCES
SUBJECT: CAMA Permit Application Review - Weyerhaeuser Real Estate Company/Gum
Thicket Subdivitlion and Marina, Pamlico County
DATE: ,Tune 6, 2001
The Shellfish Sanitation office was made aware of this project from the initial planning stages and
was able to comment on various marina designs and anticipated impacts to water quality and open
shellfishing areas. We fslt that the single upland marina basin would have the least overall impact
to water quality than any other alternative that was being considered; however, there are still
concerns that we feel w13 must respond to with regard to this project.
The size of the marina will require closure of shellfishing waters 100 feet outside the man-made
canal (in accordance with NCAC 1 SA MARINAS: DOCKING FACII-ITIES: OTHER
MOORING AREAS) wld will affect waters classified as SA by the Division of Water Quality.
This could be a violation of antidegradation rules of the Division of Water Quality and the US
Environmental Protection Agency. We understand that few shellfish were observed in the
anticipated area to be closed; however, we do not feel the correspondence dated March 27, 200C
from the Division of Msrine Fisheries stating "the potential for oysters to establish this area
through natural process is Unlikely" is pertinent to this issue. Shellfish will grow in these waters,
and in adjacent waters they have grown well with planting of cultch and seed.
We also discussed the possibility of a no live -aboard policy in the marina. We see no mention of
this in the permit applimition, and we had anticipated that this condition would be included.
Without a no live -aboard policy, we envision a number of property owners utilizing the marina
and their boat as a living; area until such time in the future when a house might be built on their
property. If enough boats were occupied and waste materials were dumped overboard, additional
SHELLFISI•l SANITATION SECTION, P.O. BOX 769, MOREHEAD CITY, NO 24557-0769
TELEPH ONE252-726-6827/ FAX [phone] / 1NTL'RNIir: WWW.DEH.ENP-STATE.NC.US/SKELLFISH/
AN EQUAL DI'I'ORTUN7TYAFFIRMATIVEAMON EMPLOYFR 509t. RECYCLEn / 10$. POST -CONSUMER PAPER

JUN.171 1(THU) 14 56 SHELLFISH SANITATION TEL:[phone] P.003
waters could require clusure.: Shellfish Sanitation ,requests a. no live -aboard condition in the.
permit for the facility.
We also have a real coacam for establishing a.precedent that would -allow marinas to be p zmitted
at other sites requiring ;aosures oytsicje of the entrance canals based on a lack of commercial
quantities of shellfish ii uqd at the site.
Thank you forgiving u;i a chance to respond and for any consideratiohs to -our -concerns.

JUN. -07' 01 (THU) 14:56
GENERAL'COMMENTS
SHELLFISH SANITATION
Applicant;
TEL:[phone] P.005
The applicant should be advised that plans and speciflcdtlons for all water system Improvements must be
approved by the Division of Fnvironmental Health prior to the award of a contract or the Initiation of constfuCfion (as
required by 15A NCAC 18C !10300 at. sec.). For Information, contact the public Water Supply Section, (919)733-
2460•
This project will be classified as a non -community public water supply and must comply with stale and federal
drinking water monitoring requirements, For more Information, the applicant should contact the Public Water
Supply Section, (919)733.23.';!l.
If this project is constructed cis proposed, we will recommend closure of adjacent waters to itte harvest of shellfish.
For Information regarding thu shellfish sanitation program, the applicant should contact the Shellfish Sanitation
Section, [phone].
Cumulative impacts trom thls type of project could cause deterioration In water quality. The proposed project
would Increase Impervious surfaces and alter natural drainage patterns. There would be a loss of natural
vegetation causing an Incregse in stormwatef runoff which could leopardlze the open status of adjacent waters.
For more information, the applicant should contact the Shellfish Sanitation Section at [phone].
The subject project is locatehri In an area open to shellfish harvesting, The 10-slip dock, as proposed, would not
cause closure In accordance with 1 SA NCAC 18A MARINAS: DOCKING FACILr11ES: OTHER MOORING AREAS,
however, dockage at the (acIllty could exceed 10 bogts. If this was to occur, closure would be recommended in
accordance with DEH rules. For information regarding shellfish sanitation, the applicant should contact the Shellfish
Sanitation Section at (2521726.6827,
Proliferation of these type faCllltles could cause deterioration in water quality and consequenttv additional closures
of shellfishing waters. For more information, the applicant should contact the Shellfish Sanitation Section aT
/ [phone],
The spoil disposgj area(s) proposed for tnis project may produce a mosquito breeding problem. For inrormpmcn
concerning appropfjate mosquito breeding measure, the applicant should c tact the - lic eaIM Per
Management tion a (25.21726-8970. fie applicant should also conlgct with Mosaurro
/ Control in County at d-12- WS- 6W .
V this is a mosquito breeding Urea. Construction plans and aperarions should Include awareness or This T1'•e
applicant should contact thin Public Health Pest Management rn 12521726.8970 for a site VISIT or inrcrmcicn :c n, :c
prevent the creation or mona mosquito habitat,
The applicant should contact with Mosquito Control in
County or
The applicant should be advised that this area Is a mosquito infested habitat. Mosquito comol will be c prcciem
The applicant should be adyjsed itlat prior to the remo­al or demolition of dilapidated structures, an exrans ie
rodent control program mar/ be necessary in order to prevent the migration of rodents to adjacent areas. ?. r
Information concerning rodr;nt control, contact the local health department or the Public Heoltn Pest Mar -Cc E-Mar.T
Saction, [phone].
The applicant Should be od/ised to contact the local health department regarding their requiremems fcr sec-c
tank installations (as required under 15A NCAC i BA .1900 et.seq.l. For information concerninc septic ICrc =-c
other on -site wa5Te disposal merhocis, contact the On -Site Wastewater Srcfion aT (91 91733-2595
the applicant should be adliised to contocr the local health department regarding the sanitary facilities rEt-cira-_ fcr
this project.
The appllcgnf snould wopc with the local health department to assure char plans for the
are approved prior to constluction.
Reviewer: r^�� Date: S� r�

c" State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Preston P. Pate, Jr., Director
MEMORANDUM
TO: Doug Huggett
Major Permits Proce ing Coordinator
FROM: Mike Stree
DATE: 6/15/2001
1�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RFcF1vFr)
JUN 18 2001
COASTAL MANAGEMENT
SUBJECT: CAMA/DREDGE AND FILL PERMITT
Gum thicket Marina and residential Development/
Weyerhaeuser Real Estate Co.
Attached is the Divisions' reply for the above referenced project. If you have any
questions, please do not hesitate to contact me.
MS/sw
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

North Carolina 4 �:✓
Department of Environment and Natural Resources �'� •
Division of Coastal Management
Michael F.G.
Easley, Governor NCDENR
William G. Ross Jr., Secretary RECEIVED
Donna D. Moffitt, Director
April 27, 2001
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
JUN 18 2001
COASTAL MANAGEMENT I I D
Mr. Preston P. Pate, Jr., Director
Division of Marine Fisheries
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application
WKLIal u
-HABITAT
D �''11 IdWL��,InI
4 J-UN I 4 I III)
DW-HABITAT
Gum Thicket Marina and Residential Development/Weyerhaeuser Real Estate Co.
Pamlico County, adjacent to the confluence of the Neuse River and Broad Creek
off NCSR 1317 (Orchard Creek Road) northeast of the Town of Oriental.
Proposed Project: Proposes to install a 600 home site subdivision including appurtenances such as
roadway system and utility lines, 400 slip inland marina and ramp, 1900 ft.
access canal and channel, 11,300 ft. of shoreline stabilization, and three nature
docks on a 1,324 acre tract.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by f you have any questions regarding the proposed project, please contact Scott Jones
at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED _ tiv /r/'e�2 •..cL DATE j�C
Morehead City District \ 151-B Hwy. 24, Hestron Plaza II
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
4N Fn1' T nP�'nP'n V,—,.,rVm ".", — 0""',

.r
State of North Carolina
Department of Environment
and Natural Resources
Washington Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Preston P. Pate, Jr., Director
I&III85(/7:LVDili 3G
TO: Doug Huggett
FROM: Sean McKennaS/1��
DATE: June 13, 2001
ffliuw�WWA
AM I
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Gum Thicket Marina and Residential Development/Weyerhaeuser Real Estate Co.
The following comments by the North Carolina Division of Marine Fisheries (NCDMF)
on the subject permit are offered pursuant to G.S. 113-131. The NCDMF has a couple of
concerns with the project. The first concern deals with culverts. A number of the proposed roads
in the development cross wetlands. There are no culverts shown on any of the supplied
diagrams. The DMF feels that culverts may be needed on a number of these crossings to ensure
hydrological exchange, and prevent road erosion. Culverts must be of sufficient diameter and
bedded a minimum of 12 inches to insure exchange between areas. Another concern deals With
the planting of coastal marsh plant species along the proposed circulation channel. A target
coverage of 100% should be set, and monitoring should continue until 100% coverage is
achieved. The last concern deals with the dredging of the marine entrance channel in Broad
Creek. Since this area is a secondary nursery area the DMF requests that a excavation
moratorium be observed from April 1 to October 1. If these concerns are addressed and
incorporated into the permit then the NCDMF would not object to the proposed project.
943 Washington Square Mall Telephone [phone] FAX [phone]
Washington, North Carolina 27889 50% recycled/10% post -consumer paper
An Equal Opportunity Affirmative Action Employer

OF wHfF9 O� PG Michael F. Easley
Governor
1
9 p1m oft .e11 jtF William G. Ross Jr., Secretary
13
p Y DepaAnt of Environment and Natural Resources
JV� l�u� KerrT. Stevens
Division of Water Quality
OWTALMANAGEMM 28, 2001
Pamlico County
DWQ Project* 010673
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. Ed Mitchell
Weyerhaeuser Real Estate
233 Middle Street, Ste 214
New Bern, NC 28560
a
Dear Mr. Mitchell:
You have our approval, in accordance with the attached conditions and those
of wetlands and dredge 2.7 acres of waters for developing the 4;w �dF
Weyerhaeuser Real Estate Company, as you described in your CAMA ar _11b
reviewing your application, we have decided that this fill is covered F�
,ar
3274. This approval is also valid for the Neuse River buffer rules 0%0 a " aid get
any other federal, state or local permits before you go ahead �Fai� / ly r Sediment
and Erosion Control, Coastal Stormwater, Non-Discharg, 0�a fhis approval
will expire when the accompanying 404 or CAMA pet. Q ,ed in the General
Certification.
This approval is only valid for the purpose and design that y ' l �F .,r application except as modified
below. If you change yoVu�project, you must notify us and you may o send us a new application.. If the
property is sold, the nevi'owner must be given a copy of this CL don and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for Otis project (now or in the future) exceed one
acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval
shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
For this approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future
wetland and/or water impact These mechanisms shall be put in place within 60 days of the date of this letter
or the issuance of the CAMA or 404 Permit (whichever is later).
2. Stormwater shall be directed to flow at non -erosive velocities across the entire protected stream buffers unless
otherwise specified in the stormwater management plan discussed in Condition #3.
3. An additional condition is that a final, written stormwater management plan shall be approved by the Division
of Water Quality's Washington Regional Office under DWQ's coastal stormwater rules. Also, before any
permanent building is occupied at the subject site, the facilities, as approved by DWQ, shall be constructed
and operational, and the stormwater management plan, as approved by DWQ, shall be implemented.
4. Upon completion of the project, the applicant shall complete and return the enclosed 'Certification of
Completion Form' to notify DWQ that all the work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Weflands Unit of the Division of
Water Quality.
5. Monitoring of the wetland mitigation area must be for five (5) years. DWQ in Raleigh must be sent three (3)
copies of annual report by March 1sT of year.
6. A thirty (30 foot wide wooded buffer and twenty (20) foot wide vegetated buffer must be maintained around the
marina and entrance channel as well as along the ditch which exits from the marina except where other uses
are either exempt or expressly allowed.
NCDENIR
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]

�j
_ 'C
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John R. Dorney at 919-733-9646 or Deborah Sawyer at our Washington
Regional Office at [phone].
Attachment
oc: Corps of Engineers Raleigh Field Office
Washington DWQ Regional Office
File copy
Central Files
Raleigh Division GtLand Resources
Todd St. John r
Doug Hugged, DCM
Rob Moul; Land Management Group
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Un@: [phone]
Fax: [phone]

Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,
and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands
Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer.lt is not
necessary to send certificates from all of these.
Applicant's Certification
I, i . hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Agent's Certification
I, . hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, . as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best
of my abilities, due care and diligence was used In the observation of the construction such that the
construction was observed to be built within substantial compliance and Intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. -
Signature Registration No. Date
Division of Water Quality ' 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone] _ _

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
��JJFA,
Michael F.G.
Easley, Governor N C D EN R
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
February 1, 2001
MEMO TO: Chrys Baggett, Director
State Clearinghouse
FROM: Doug Huggett��f�
Major Permits Processing Coordinator
SUBJECT: EA/FONSI, Gum Thicket Residential Subdivision and
Upland Basin Marina, Pamlico County
Attached please find 5 copies of the subject EA/FONSI for State
Clearinghouse review. The document has been reviewed by the DENR and
cleared for release by the Department's Office of Legislative Affairs.
Thank you for your attention to this project. Please feel free to contact me if
you have any questions.
P (et,SQ.
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone:[phone] \ FAX:[phone] \ Internet: http://dcm2.enr.state.nc.us
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January 4, 2001
Doug Huggett
Major Permits Coordinator
NCDENR - Division of Coastal Management
2728 Capital Blvd.
Raleigh, NC 27604
Dear Mr. Huggett:
Enclosed please find (8) copies of the revised EA document as
requested per your letter dated December 17, 2000 and our phone
conversation yesterday. Comments and concerns have been addressed. It is
my understanding that these documents will now be forwarded to the State
Clearinghouse for additional review.
Thanks again for your assistance. Please feel free to call me at (252) 634-
3350 or e-mail at ed.mitchel](iDwrecol.com with any questions.
cc: Scott Jones
Sincere y,
6
Ed Mitchell
Division Manager
Weyerhaeuser Real Estate Company
Ww ..nci pfmt.com

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
AY4
RCDENR 0=nq=111=r
JAN U 3
JAMES B. HUNT JR. COASTAL MANAUEMEW
GOVERNOR
BILL HOLMAN
SECRETARY MEMORANDUM
TO: Doug Huggett
Coastal Management
FROM: Melba McGee r
Environmental Review Coordinator
RE: j1086 Gum Thicket Subdivision and Upland Marina,
Pamlico County
DATE: December 28, 2000
The attached comments were received by this office after
the response due date. These comments Should be considered a
part of the previous response package.
Thank you for your assistance.
Attachment
4" A Al
1601 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1601
PHONE [phone] FAX[phone] WWW.ENR.STATE.NC.us/ENR/
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER - 50% RECYCI-ED/10% POST -CONSUMER PAPER

DEC-18-2000 MON
12:43 PM NC DIV OF COASTAL MGMNT FAX NO. 25224733310 P, 01
• •'
NORTH CAROLINA DEPARTMENT OF'
ENVIRONMENT AND NATURAL, RE90URCE9
DIVISION Or COASTAL MANAGEMENT
�^�
i
December 18, 2000
MEMORANDUM
U�M¢■ 6: HIVwY
f ''COVLpNOR'', '•
�,
TO: Caroline Bellis, Consistency Coordinator
Raleigh Office
• ; �I HOL.MAN '`•,
THROUGI3: Ted Tyndall, District Manager
!,• $CfRF.TAHY
K
Morehead City Field Oftlee
FROM; Scott Jones, Field Representative
DONNA D, MOFFITT
Morehead City Field Office
❑1A�FtOR
SUBJECT: Comments for Project Number DEPT00-1086, Dated 10/15/00
EA Gum Thicket Subdivision and Upland Marina
Pamlico County
1
An evaluation of the aforementioned Environmental Assessment (EA) has been completed.
Overall the document appeared accurate and contained a detailed description of the project and its
potential impacts. Comments submitted from an earlier draft PA review have been incorporated
into the document,
Since August 1999, Morehead City Field Office staff has attended numerous seeping meetings
d
and site visits regarding this project. These meetings have included other review agency
personnel as well as members from Weyerhaeuser's project design team, including professional
consultants, Neese River Foundation members, and Coastal Federation representatives. As a
result of this intense involvement during the planning and design phase of the project, this office
I i
has determined that to date Weyerhaeuser has already incorporated the Division's quid mce and
suggestions into their proposal. Foremost, the proposed marina location is an upland basin with
limited access dredging in an area that is not classified Primary Nursery Waters by NCDMF.
However, the marina access channel will impact waters open to shellfish harvesting. These types
of issues will be resolvod during the CAMA Major Pennit Application and Review process.
Should you have questions regarding these comments or the Gum Thicket Project in
"
general, please do not hesitate to contact this office.
Cc: Charles Jones, Asst, Director NCDCM
MOIIEHCAD CITY orrICE
µes IRON PLAYA II, 151.E HIGHWAY 24, MOREHEAD CITY NC 29651
PHONE! 162.800-2600 FAX: [phone]
i.l L^. L4:.-Cr,—V1''Y ' AEPIRMATIYE 4c Y1 [aN $ -CYCR - SOK RCPYCLED / IC°e POST -CONSUMER PAPER

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
December 17, 2000
Weyerhauser Real Estate Company
c/o Ed Mitchell
119 Middle Street
New Bem, NC 28402
Dear Sirs:
Enclosed please find a response from the Departments SEPA coordinator
concerning the Gum Thicket Environmental Assessment. The SEPA coordinator
has indicated that the comments were received from the N.0 Shellfish Sanitation
Section after the requested response due date for the EA. However, due to the
serious nature of these comments, I must request these comments also be
addressed in the revised EA for the project.
Please feel free to contact me at [phone] if you would like to
discuss this matter further.
Sincerely,
Pc_�"'TYT
Doug Huggett
Major Permits Coordinator
cc: Scott Jones
Land Management Group
FI
i IN Aw LRICI�
MAILING: 1638 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699.1638
PHYSICAL: 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE: [phone] FAX:[phone]
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DENR TOLL FREE HOTLINE: [phone]
r-aT+. �.u.-.T�.•. '

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIVED
DEC 0 5 2000
MEMORANDUM
COASTAL MANAGEMENT
TO: Doug Huggett
Division of Coastal Management
FROM: Melba McGee
Environmental Review Coordinator
RE: #1086 EA Gum Thicket Residential Subdivision and
Upland Marina Basin, Craven Co.
DATE: December 4, 2000
The attached comments were received by this office after
the response due date. These comments should be considered a
part of the previous response package.
Thank you for your assistance. Project can be forwarded
to the State Clearinghouse for additional review.
Attachment
II,
1601 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-I601
PHONE [phone] FAX [phone] WWW.ENR.STATE.NC.US/ENR/
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.- .
State of North Carolina
Department of Environment
and Natural Resources
Division of Environmental Health
James B. Hunt, Jr., Governor
Bill Holman, Secretary
4inda C. Sewall, Director
MEMORANDUM,
TO: Melba McGee, Environmental Coordinator
FROM: Gina Brooks, NC Shellfish Sanitation
1"�:r
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Environmental Assessment Review - Gum Thicket Residential Subdivision and
Upland Marina Basin, Craven Co.
DATE: November 30, 2000
The subject project is located. in an area which is open to shellfish harvesting.
.)f the marina
project is constructed as proposed, recommendation will be made for closure of adjacent waters
to the harvest of shellfish in accordance with 15A NCAC 18A MARINAS: DOCKING
FACILITIES: OTHER MOORING AREAS. In addition, it is recommended that permit
conditions specifically prohibit overnight live aboards at the marina facility.
SHELLFISH SANITATION SECTION, P. O. BOX 769, MOREHEAD CITY, NC 28557-0769
TELEPHONE [phone] FAX [phone]
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October 30, 2000
Doug Huggett
Major Permits Coordinator
NCDENR - Division of Coastal Management
2728 Capital Blvd.
Raleigh, NC 27604
Dear Mr. Huggett:
Enclosed please find (10) copies of the revised EA document as requested per
your letter dated August 27, 2000. Comments and concerns have been addressed.
Attached is an index identifying the page and paragraph where they have been addressed.
Please feel free to call me at [phone] or e-mail at ed.mitchellnn wrecol.com with any
questions.
Sincerely,
Ed Mitchell
Division Manager
Weyerhaeuser Real Estate Company
cc: Scott Jones
Waterfront Division • 119 Middle Street • New Bern, NC 28560 • 1-800-622-6297 • Fax [phone]

Gum Thicket Residential Subdivision and Upland Basin Marina
Environmental Assessment
Response to Comments:
(1) Dissolved Oxygen Modeling and Upland Basin Design:
Response provided in form of letter to Milt Rhodes (dated October 3, 2000), included
as an appendix to the EA (Appendix G). Additional information provided on page 14
(Section VI. N., paragraph 3 and Section VII., paragraph 2) and in Appendix G.
(2) Compliance NC Coastal Stormwater Regulations
Stated on page 13 (Section VI. N., paragraph 1).
(3) Complete Site Plan and Maps Depicting Natural Resources to be Submitted
Detailed maps and site plans are to be enclosed with the CAMA Major Permit
Application — as stated on page 15 (Section IX, paragraph 3).
(4) Specific Information Related to Dredging Activities and SAV's
There are no SAV's located within or adjacent to the dredging area. This is stated on
page 9 (Section VI. K., paragraph 1).
Dredging methods, including disposal and timeframe, are explained on page 10
(Section VI. K., paragraph 3). Use of turbidity curtains is stated on page 14 (Section
VI. N., paragraph 3). The use of a dewatering system is explained on page 14
(Section VI. N., paragraph 3) and in Appendix E.
(5) Restrictive Covenants for Wetland Protection and Restrictions on Docks
The use of deed restrictions to prevent wetland impacts on individual lots has been
stated in the EA on page 14 (Section VII., paragraph 1).
Restriction on docks has been stated on Page 6 (Section V. D., paragraph 4).
(6) Compliance with all Applicable Setbacks including Neuse River Buffer Policy
Compliance with these setbacks has been stated on page 13 (Section VI. N.,
paragraph 2) and page 14 (Section VII., paragraph 1)

DEC-18-2000 NON
12:43 PM NC DIV OF COASTAL MGMNT FAX NO. 25224- -..
' 4
•`
NORTH CAROLINA DEPARTMENT OF
T�
ENVIRONMENT AND NATURAL REsouRcEs
DIVISION OF COASTAL MANAGEMENT
December 18, 2000
MEMORANDUM
•`•',iJ�.MC■ 8: HUNT JR.� •'
':iOVEANOR' ,`� �
'CO: Caroline Bdlis, Consistency Coordinator
Raleigh Office
0I�L'ROLMAN
THROUGH: Ted Tyndall, District Manager
.T
;een`T"""
Morehead City Field Office
FROM: Scott Jones, Field Representative`
on"n: o" MOFFITT
Morehead City Field Office
OVAtp7ort
SUBJECT: Comments for Project Number DEPT00-1086, Dated 10/15/00
EA Gum Thicket Subdivision and Upland Marina
Pamlico County
I
An evaluation of the aforementioned Environmental Assessment (EA) has been completed.
Overall the document appeared accurate and contained a detailed description of the project and its
w;; a
potential impacts. Conuncnts submitted from an earlier draft EA review have been incorporated
into the document,
Since August 1999, Morehead City Field Office sniff has attend numerous scoping meetings
:{
and site visits regarding this project. These meetings have included other review agency
J
personnel as well as members from Weyerhaeuser's project design team, including professional
ty;
consultants, Neuse Rivcr Foundation members, and Coastal Federation representatives. As a
Y
result of this intense involvement during the planning and design phase of the project, this office
has determined that to date Weyerhaeuser has already incorporated the Division's guidance and
suggestions into their proposal. Foremost, the proposed marina location is an upland basin with
.:
limited access dredeing in an area that is not classified PrimaryNursery Waters by NCDMF.
However, the marina access channel will impact waters open to shellfish harvesting. These types
of issues will be resolved during the CAMA Major Pemut Application and Review process.
Should you have questions regarding these comments or the Gum Thicket Project in
general, please do not hesitate to contact this office
b,,
Cc: Charles Jones, Asst. Director NCDCM
..
Nes7RON PLC
i.\ C":: A:. _.;!\^!V • A�PRMA!IVC 4CYipN fib'

e�A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
November 28, 2001
Weyerhaeuser Real Estate Company
Gum Thicket Marina
233 Middle Street —Suite 214
New Bern, NC 28560
Dear Sir:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable,
the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is
retained by you and it must be available on site when the project is inspected for compliance. Please sign both the
original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
If you objectto the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1
or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days of this
decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the fmal decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all projectplans, as approved. If
you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that you
complete and mail the enclosed Notice Cardjust priorto work initiation. However, if questions arise concerning permit
conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for
assistance. By working in accordance with the permit, you will be helping to protect our. vitally important coastal
resources.
DH/amw
Enclosure.
Very sincerely,
Douglas V. Huggett
Major Permits/Consistency Manager
1638 Mail Service Center, Raleigh, North Carolina 27609-1638
Phone: [phone] FAX: [phone] Intemet: http://dcm2.enr.state.nc.us
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07/17/2001 22:17 FAR
fA
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
May 4, 2001
MEMORANDUM (via e-mail)
TO: Doug Huggett
Major permits Processing Section
Division of Coastal Management
FROM: Pat McClain
Assistant Regional Engineer
Washington Regional Office
RE; Applicant: Weyerhaeuser Real Estate
Location: Neuse River s Broad Creek
County: Pamlico
This office will require:
1. The area be properly graded
2. A permanent ground cover sufficient to restrain erosion
be provided on all exposed areas within the shorter of 15
working or 90/60 calendar days after project completion.
3. The exterior slopes of the disposal area dikes be at an
angle no steeper than 1.5 H: 1 V.
4. Appropriate erosion and sedimentation control devises,
measures or structures be used to prevent sediment from
entering the adjacent wetlands/watercourses/property.
5. A ground cover sufficient to restrain erosion be provided
within the shorter of 15,working or 30 calendar days of
completion of any phase of grading on cut or filled
slopes
XXXX 6. An erosion and sedimentation control plan must be
submitted at least 30 days prior to beginning this or any
associated land disturbing activity.
7. Additional information concerning the area(s) of the land
disturbance be submitted to determine if an erosion
control plan is required.
a. Other:

07/17/2001
C'O7�
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
May 4, 2001
Mr. Ed Mitchell
Weyerhaeuser Real Estate
233 Muddle Street, Suite 214
New Bern, North Carolina 28560
RE: Gum Thicket Marina
Drainage Basin: Neuse
Pamlico County
Dear Mr. Mitchell:
As an agency involved in the Division of Coastal Management's major permit application
review process, we have determined that more than one acre will be disturbed by the activities as
described. Therefore, in addition to a permit from the Division of Coastal Management, an erosion
and sedimentation control plan must be submitted to and approved by this office before development
begins.
The requiring of an erasion and sedimentation control plan is based on a mandatory standard
for land -disturbing activity of the Sedimentation Pollution Control Act of 1973 [NCGS 113A-57(4)
and 113A-54(d)(4)], which states:
No person shall initiate any land -disturbing activity, if at least one acre is to be uncovered,
unless an erosion and sedimentation control plan for the activity is filed with the agency
having jurisdiction and approved.
The plan must be submitted at least thirty (30) days prior to project commencement. The plan
must include, but is not limited to, the following:
A scaled plat plan of the site, showing the affected areas as well as adjacent properties
which may be affected. Include contours if available.
2. Indicate critical areas such as wetlands, creeks, streams, drainage ways, marsh, etc.

07/17/2001 22:17 FAX
ruZ
Mr. Ed Mitchell
Weyerhaeuser Real Estate
May 4, 2001
Page 2
include a brief narrative describing the activities to be undertaken and a construction
schedule.
Indicate on the plat the measures to be utilized to prevent sediment from entering
adjacent properties, such as location of silt fences, silt basins, diversion ditches, areas
to be seeded, etc.
Include seeding and mulching specifications for both temporary and permanent
stabilization.
6. Include any other pertinent information directed at controlling offsite sedimentation,
slope degradation, and erosion.
Please be advised that the plan will be considered incomplete, and the statutory review period
will not begin, unless a non fu -rendable plan review processing fee, payable by check or money order
made out to the Department of Environment and Natural Resources, is included. The amount of the
fee is based on $40 for each whole or fiactional acre of land to be disturbed (including offsite borrow
or waste areas).
To begin this project without the approval of an erosion/sedimentation control plan will be
considered a violation of the Act and may lead to the assessment of a civil penalty of up to $5000
initially plus $5000 per day for each day the project is deemed in violation.
For your convenience, we are enclosing a guideline for developing a plan. If you should have
any questions, feel free to contact me.
Sincerely,
Patrick H. McClain, P.E.
Assistant Regional Engineer
PHM:sc
Enclosures
cc: Doug Huggett, Division of Coastal Management

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
May 7, 2001
NCDENR
MEMORANDUM RECEIVED
0
Mr. L. A. Sanderson, P. E. AUG 0 6 Z001
Highway Administrator
MANAGEMENT
t
rn
Z<
7r
Division of Highways COASTAL
=C
NG
FROM: Doug Huggett
N�
Major Permits Processing Coordinator
C
o
Z
SUBJECT: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
APPLICANT: WEYERHAEUSER REAL ESTATE CO./GUM THICKET MARINA
PROJECT LOCATION: Off SR1317 (Orchard Creek Road), northeast of the Town of Oriental,
Pamlico Co.
PROPOSED PROJECT: To install a 600 home site subdivision with amenities, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 28, 2001. If you have any questions regarding the proposed project, please contact
Doug Huggett at 733-2293. When appropriate, in-depth comments with supporting data are
requested.
REPLY
This agency has no objection to the project as proposed.
XThis agency has no comment on the pro osed project. �tuC/r 9/( i,,ork invviv�73
D� T 2�yferF�✓r� �,c�Ai�a� by �N sla�on Evtier4/c, Orl fi, c
I7tito g y a� �w p jeV, of iy if the recommended changes are incorporated.
a enc r ves o e ro ec o
This agency objects t/lthe project for reasons described in the attached comments.
SIGNE �DATE Z Tee
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX:[phone] \ Internet: http://dcm2.enr.state.nc.us -
AN EQUAL OPPORTUNrrr %AFF]I MATWE ACnON EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
May 7, 2001
MEMORANDUM
Mr. John Sutherland, Chief
Water Planning Section
Division of Water Resources
FROM: Doug Huggett
Major Permits Processing Coordinator
Amr]'WA
A �A
NCDENR
RECEIVED
JUN 0 6 2001
COASTAL MANAGEMENT
SUBJECT: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
APPLICANT: WEYERHAEUSER REAL ESTATE CO./GUM THICKET MARINA
PROJECT LOCATION: Off SR1317 (Orchard Creek Road), northeast of the Town of Oriental,
Pamlico Co.
PROPOSED PROJECT: To install a 600 home site subdivision with amenities, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 28, 2001. If you have any questions regarding the proposed project, please contact
Doug Huggett at 733-2293. When appropriate, in-depth comments with supporting data are
requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us -
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08/13/2001 21:13 2526335775 WEYERHAEUSER PAGE 01
To:
14144
facsimile transmittal
//
119 Middle Street New Bem NC 28560
[phone] $00-622-6297
Fax:
0 Urgent ❑ For Review ❑ Please Comment © Please Reply ❑ Please Recycle

OB/13/2001 21:13 2525335775
A17-A BROAD STREET
P.O. BOX 3406
NEW BERN, NORTH CAROLINA 265643e96
July 17, 2001
WEYERHAEUSER
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
b
MARINE SURVEYORS
Mr. Jim Mulligan
Water Quality Supervisor, Washington Regional Office
Division of Water Quality
NC Department of Environment and Natural Resources
943 Washington Square Mall
Washington, N.C. 27889
PROJECT: Low Density Stormwater Management Plan
Gum Thicket Marina and Residential Development
Weyerhaeuser Real Estate Development Company
Dear Jim:
PAGE
BusNEss; XZ-067.4702
FA' 262-037410o
rmcwafz=Rn Mvt
Enclosed please find a Low Density Stormwater Management Petmlt Application for Gum Thicket Marina
and Residential Development located In Pamlico County. The required information is contained In the "Law
Density Stormwater Management Plan" application package hereinafter described.
nal and one (1) copy of the
booklet. Each booket contains the following Inf9rmation:
(a) Application Fgrm : Stormwater Management Permit Application, Form SWU-101, Version
3.99, 4 pages, Detail Narrative, Drainage Areas, & Supplemental Drawing (Quad Map)
(b) Supplement, Forms: Low Density Supplement, Form SWU-104. Version 3.99, 2 pages
(c) Attachment A: Project Summary, Summary By Drainage Areas, Allowable Built Upon Area
(Percent Impervious), and Stormwater Control Devices ($CD)
(d) Application Fee: Copy of the RMC check no. 24304, for $420.00
(e) Draw inos: Stormwater Management Plan For The Gum Thicket Marna and Residential
Development fof Weyerhaeuser Real Estate Development Company
Sheet•1 of 4 Existing Conditions
Sheet 2 of 4 Proposed Subdivision
Sheet 3 of 4 Stormwater Control Device Locations, Watersheds, & Village
Home/Amenity Boundaries
Sheet 4 of 4 Typical Sections
2. Permit Application Processing Fee: Low Density Permit — RMC Check No. 24304 for $420.00
Upon review of this submission, if you have any questions or need any additional informatlon, please do not
hesitate to call.
urs very truly,
RFiO ILESj 6�6E R.Michaelce,.,
MLR/bdf
Enclosures: (1) Odglnal & (1) Copy Stormwater Management Plan BookW/ Owge
Attachment: Permit Fee: RMC check # 24304 $420.00
DO' WREDCO Ed Mitchell, Project Manager w/ enclosures, File: 99718
99179 $W JM Stamlwaler ftr.doc
MECHANICAL, CIVIL, AND MARINE ENGINEERING
MARINE HYDROORAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTWAL. MARINE AND RAILROAD
FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING URVICE
ry

08/13/2001 21_13_ 2526335775
WEYERHAEUSER PAGE 03
MlChael F. Easley
Governor
William G. Roes Jr., Seuretery
Department of Environment and Natural Resource$
Kerr T. Stevens, Dlroc2or
Division of Water Quality
DIVISION OF WATER QUALITY
June 4, 2001 F 1
Weyerhaeuser Real Estate Co.
Attn: Mr. Ed Mitchell
233 Middle St, Suite 214
New Bern, NC 28562
Dear Mr. Mitchell:
LE
Subject: Stormwater Permit SW7010503
Gum Thicket Marina
Pamlico County
This office received a copy of your CAMA application and
supporting information on May 1, 2001- This application has been
assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- complete stormwater application along with $ 420 fee
- site plan showing development and stormwater control
measures
- stormwater narrative and calculations
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at [phone],
extension 264,
Since g1y,
William J. Moore
Environmental Engineer
Washington Regional Office
cc: Pamlico County Inspections
Washington Regional Office
943 Washington Square Mall Washington, NC 27889 252.915-�451 (Telephone) 252-946-9215 (Fox)

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Gum Thicket Marina and Residential Development/Weyerhaeuser County: Pamlico
LOCATION OF PROJECT: adjacent to the confluence of the Neuse River and Broad Creek off NCSR 1317
(Orchard Creek Road) northeast of the Town of Oriental.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: "Artt 30j am I
FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Scott Jones DISTRICT OFFICE: Morehead\
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEIGH: Y/3 0la FEE RECD:$ Y 7�
PUBLIC NOTICE RECD: END OF NOTICE DATE: S' Z
ADJ. RIP. PROP NOTICES RECD: v� DEED RECD:
APPLICATION ASSIGNED TO: 14 ON: y/3i/r 1
C) 75 DAY DEADLINE:
pp�(3/O 150 DAY DEADLINE:
MAIL OUT DATE: STATE DUE DATE:
FEDERAL DUE DATE: FED COMMENTS RECD: �]�—� O — P
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE COMMENTS
OBJECTIONS:
NOTES
RETURNED
YES NO
i
g • 7-e•r
-
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
'-
Division of Community Assistance
Land Section
o
Division of Water Quality
f•�
Storm Water Management (DWQ)
a,�Q ..
State Property Office
Division of Archives & History
Division of Environmental Health
,•, ®
✓
Division of Highways
Wildlife Resources Commission
Division. of Water Resources
Ycfl
ivision of M Fisheries
Y
4 = o
u merg Lands F) �-� _ ���
�✓
_ b�
_
4)

Division Of Coastal Management August 6, 2001 RFCFIVED
AUG 0 8 2001
COASTAL MANAGEMENT
TO: Doug Huggett
THROUGH: Ted Tyndall
FROM: Scott Jones ,�er
SUBJECT: Field Recommendations and Conditions for the Weyerhaeuser Real Estate Company
—kni Thicket Marina & Residential Development
CAMA Major Permit Application - Pamlico County
Weyerhaeuser Real Estate Company has submitted a CAMA Major Permit Application that
proposes the installation of a 600 home site subdivision which includes a roadway system, utility
lines, 400 slip inland marina and boat ramp, 1,900 ft. access canal and channel, 11,300 ft. of
shoreline stabilization, and three nature observation docks a0 on a 1,324 acre tract located at the
confluence of Broad Creek and the Neuse River. I have reviewed this application and it appears that
the project is consistent with the 07H.0208 Use Standards for the Estuarine System.
One particular issue that requires further discussion is the potential closure of open shellfish waters.
The access channel for the marina basin will be located within a portion of Broad Creek that remains
open to shellfish harvesting. This channel location would close a 100 ft. area within Broad Creek on
either side of the channel itself. On March 24, 2000, staff from the Division of Marine Fisheries'
Washington Regional Office examined a 30,000 ft.Z area within the potential closure zone for
oysters. A total of five (5) oysters were found north of the proposed inlet. No spat was discovered.
Based on these findings DMF concluded that, "a natural resource does not currently exist [for
oysters] in the proposed area Additionally, due to the poor site conditions; shallow water, sand
bottom, and lack of natural clutch material, the potential for oysters to establish this area through
natural process is unlikely." This determination by DMF satisfies the intent of 07H.0208(b)(5)(E) to
protect water quality within shellfishing areas.
Therefore, I support the issuance of said permit with the following conditions.
The project will be carried out in accordance with the workplan drawings submitted as
part of the Weyerhaeuser Real Estate Company — Gum Thicket CAMA Application
dated March 14, 2001, and received as complete on March 30, 2001 by the Division of
Coastal Management.

MEMORANDUM
Weyerhaeuser Real Estate Co. — Gum Thicket
August 6, 2001
Page 2
2. Piers and docking facilities for individual property owners within the Gum Thicket
Marina and Residential Development are limited to areas within the marina basin only.
This permit condition is to be enforced locally via protective covenants, deed
restrictions, etc. Any pier or docking facility located outside the marina basin and not in
accordance with the permit application shall be considered a violation of this permit for
which the permittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the project. The permittee has agreed to this condition
to minimize disturbance within the many creeks that border this development that are
designated Primary Nursery Waters by the Division of Marine Fisheries.
Marina, Access Channel, and Access Canal Excavation
3. In order to protect juvenile shrimp and finfish populations, no channel excavation or
excavation in the existing basin is permitted between April 1 and September 30 of
any year without prior approval of the Division of Marine Fisheries in consultation
with the Division of Coastal Management.
4. At least one week prior to initiation of construction, the permittee will contact the
Division of Archives & History at 919-733-4763, providing this agency the
opportunity to monitor construction. If significant archaeological features are
exposed, this agency will be allowed reasonable time to record and/or recover
features prior to continuation of work
5. An earthen plug will be left between the proposed inland basin (mine site) and
Broad Creek until excavation landward of the plug has been completed. To prevent
sedimentation in adjacent waters, 24 hours will be allowed to elapse before the plug
is removed.
6. All excavated materials will be confined above the normal water line and landward
of regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spillover of solids into any wetlands or surrounding waters.
7. No excavated or fill materials will be placed at any time in any vegetated wetlands
or waters.
8. The temporary or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
9. All project activity will be conducted in a way that prevents a significant increase in
turbidity outside the area of construction or construction -related discharge.
hicreases such that the turbidity in the water body is 25 NTU or less are not
considered significant.

MEMORANDUM
Weyerhaeuser Real Estate Co. — Gum Thicket
August 6, 2001
Page 3
10. Excavation within the access channel will not exceed —9 ft. below normal water
level (NWL). Excavation within the marina basin and access canal will not exceed
—8 ft. NWL. Over dredging is expressly prohibited.
Upland Development
11. The spoil areas and all other areas of land disturbance will be properly graded and
provided a ground cover sufficient to restrain erosion within thirty (30) working
days of project completion.
12. The Division of Water Quality issued Stormwater Management Permit No.
????????? on ?????? ??, 2001. Any violation of the S WMP will be considered a
violation of this CAMA/D&F Permit.
13. Any change to the design and layout of the proposed upland portion of the project
will require a modification or refinement of this permit.
14. The amount of impervious surface area shall not exceed 30% of the lot area within
the 75 ft. or Coastal Shoreline Area of Environmental Concern.
Bulkhead and Rip Rap Installation
15. All bulkheads and rock rip rap revetments will be positioned in strict accordance
with the permit plans.
16. The bulkhead and rock revetment must be structurally tight so as to prevent seepage
of backfill materials through the structure.
17. The rip rap material must consist of clean rock or masonry materials such as, but
not limited to, granite or broken concrete.
11. The alignment of the proposed bulkhead must be staked by a representative of the
Division of Coastal Management (DCM) within a maximum of thirty (30) days
prior to the start of construction. Failure to initiate construction within thirty (30)
days, or erosion of the shoreline by adverse weather conditions, will require the
alignment to be re -staked by DCM within a maximum of thirty (30 ) days prior to
the new expected start of construction. .
Marina Operation
12. Prior to occupancy of any slips authorized under this permit, there will be installed
at the marina and maintained operable for the life of the project a sewage pumpout
facility to service boats with holding tanks.

MEMORANDUM
Weyerhaeuser Real Estate Co. — Gum Thicket
August 6, 2001
Page 4
13. The marina will post and enforce a no sewage discharge policy.
14. The marina will display signs showing the location of the onsite pumpout facility,
and other appropriate waste disposal information, at the Broad Creek entrance to the
marina basin, the marina office, each marina basin pier, and the marina boat ramp.
15. No sewage, whether treated or untreated, shall be discharged at any time from boats
using the marina. Any sewage discharge at the marina shall be considered a
violation of this permit for which the permittee is responsible. This prohibition
shall be applied and enforced throughout the entire existence of the permitted
structure.
16. Marina operation rules detailing safety and clean boat handling will be posted.
17. Trash receptacles, sufficient in numbers, to provide easy access and capacity will be
installed at the marina prior to occupancy.
18. The pern-duee shall provide for the life of the project fuel and waste spillage
protection to surface waters in the event of a spill.
19. 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 of free navigation on all
navigable waters of the United States.
20. This permit authorizes only the docks, piers, and other structures and uses located in
or over the water that are expressly and specifically set forth in the permit
application. No other structures, whether floating or stationary, may become a
permanent part of this marina without permit modification. No non -water
dependent uses of structures may be conducted on, in, or over public trust waters
without permit modification.
21. The permittce 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 they abandon the project without having the permit
transferred to a third party.
General
22. All construction must conform to the N.C. Building Code requirements and all other
local, state, and federal regulations.

MEMORANDUM
Weyerhaeuser Real Estate Co. — Gum Thicket
August 6, 2001
Page 5
23. The project site is located in an area having a high probability of containing cultural
resources such as artifacts, human remains, etc. If such materials are encountered,
the pemnittee must immediately stop work and notify the Division of Coastal
Management at 252-808-2808 and the Department of Cultural Resources —
Division of Archives & history at 919-733-4763.
24. All proposed development must comply with the Neuse River Buffer Rules as stated
in 15A NCAC 2B.0100 and 15A NCAC 2B.0200. Any questions regarding these
rules should be directed to the Division of Water Quality's Washington Regional
Office 252-946-6481.
NOTE: The permittee and/or his contractor is requested to contact a
representative from the Division of Coastal Management at 252-
808-2808 to arrange a pre -construction site meeting to discuss
permit conditions.
NOTE: Any changes to the authorized plans, additions, or land use
changes, will require modification of this permit. This permit does
not eliminate the need to obtain any additional permits, approvals,
or authorizations that may be required.
NOTE: The Division of Water Quality issued General Water Quality
Certification No. ???? for this project on ???? ??, 2001.
NOTE: The Division of Land Quality approved a Sedimentation and
Erosion Control Plan for this project on ??????? ??, 2001.
NOTE: Work within the highway right-of-way must be reviewed and
approved by the Division of Highways' District Office in New
Bern.
cc: Charles Jones, NCDCM
Tracey Wheeler, NCDCM
Raleigh Bland, USACE

[Fwd: Gum Thicket (Weyerhaeuser) LUP Consistency]
Subject: [Fwd: Gum Thicket (Weyerhaeuser) LUP Consistency]
Date: Mon, 13 Aug 2001 07:02:05 -0400
From: Jeff Schaffer <[e-mail]>
Organization: NC DENR DCM
To: Doug Huggett <[e-mail]>
Thought you would like to have this.
Original Message --------
Subject: Gum Thicket (Weyerhaeuser) LUP Consistency
Date: Fri, 10 Aug 2001 17:30:18 -0400
From: Kathy Vinson <[e-mail]>
Organization: NC DENR DCM
To: Jeff Schaffer <[e-mail]>
CC: Scott Jones <[e-mail]>,Ted Tyndall <[e-mail]>,randy
beeman <[e-mail]>
Weyerhaeuser proposes to construct a 600 homesite subdivision, including roads and utilities, a 400 slip
upland commercial marina and ramp, access channel and canal , shoreline stabilization and three docks
on a 1,324 acre tract located at the confluence of the Neuse River and Broad Creek off NCSR 1317
northeast of the Town of Oriental.
Areas of Environmental Concern (AECs) impacted by the project include Public Trust Areas, Estuarine
Waters, Coastal Shoreline and Coastal Wetlands.
I have reviewed this proposal for consistency with the 1992 Pamlico County LUP, as amended July 26,
2001 and offer the following comments.
_Thegeneral area of the project is classified as Rural with Services. The Coastal Shoreline AEC is
classified as Conservation I, the Coastal Wetlands AEC is classified as Conservation III and the Public
Trust Areas and Estuarine Waters AEC is classified as Conservation IV.
Pamlico County has established a permanent conservation zone within the Conservation I classification.
This zone is located within 75 feet of the mean high water level for all shorelines bordering estuarine
and public trust waters. All construction activities are prohibited in this zone, except for shoreline
stabilization activities which meet the State's minimum permitting requirements, marinas, piers and
other structures providing water access, boat ramps and paving for access which complies with the 7H
use standards. While marinas are allowed in this conservation zone, policies regarding Residential,
Commercial and Industrial Development Impacts on Resources clarify that commercial buildings
associated with marinas are
not allowed.
Marina and Floating Home Development Policies allow open water and upland marinas provided state
requirements and certain local standards contained in the Plan are satisfied. The following local policies
are applicable to this project:
1) Pump -out facilities and permanent restroom facilities must be provided for commercial marinas.
2) Off-street parking at the ratio of one-half space for each boat slip at open water and upland marinas
and for each dry storage space must be provided for commercial marinas.
3) At least one dry fire hydrant accessible for use by the volunteer fire department must be provided at
the marina.
The project must also comply with lot size requirements contained in the amended Plan for properties
within the Rural with Services classification. Pamlico County implements these lot size requirements
through the Subdivision Ordinance.
Provided all local, state and federal requirements can be satisfied, including the above referenced marina
1 of 8/13/01 10:33 AM

[Fwd: Gum Thicket (Weyerhaeuser) LUP Consistency]
policies and restrictions on development in the Conservation I classification, this project appears to be
consistent with the amended 1992 Pamlico County Land Use Plan.
Please let me know if you have questions or need additional information.
2 of 2 8/13/01 10:33 AM

North Carolina
Department of Environment and Natural Resources X
xA,Division of Coastal Management f
Michael F. Easley, Governor
William G. Ross Jr., Secretary P R
Donna D. Moffitt, Director D
May 7, 2001 JON 1 4 2001
COASTAL MANAGEMENT
MEMORANDUM
Mr. Charles R.Fullwood, Jr., Director
Wildlife Resources Commission
ATTN: Habitat Conservation Program
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
APPLICANT: WEYERHAEUSER REAL ESTATE CO./GUM THICKET MARINA
PROJECT LOCATION: Off SR1317 (Orchard Creek Road), northeast of the Town of Oriental,
Pamlico Co.
PROPOSED PROJECT: To install a home site subdivision with amenities, etc.
Please in J6�* Ie ow your agency's position or viewpoint on the proposed project and return this
form by hlayll;"2001. If you have any questions regarding the proposed project, please contact
Doug Huggett at 733-2293. When appropriate, in-depth comments with supporting data are
requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
T)tis agency objects to the project for reasons described in the attached comments.
SIGNEDWL' V�tGt/ l
; �1b✓ DATE (o - 11 - OLV )
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us -
AN EQUAL OPPORTUNITY %AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

• .r

® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Doug Huggett, Major Permits Processing Coordinator
Division of Coastal Management, DENR
FROM: William Wescott, Coastal Habitat Coordinator
Habitat Conservation Program
DATE: June 12, 2001
SUBJECT: CAMA/Dredge and Fill Permit Application for Weyerhaeuser Real Estate
Co./Gum Thicket Marina, off Orchard Creek Road, near the Town of Oriental,
Pamlico County.
Biologists on the Wildlife Resources Commission staff have reviewed this permit
application and are familiar with habitat values of the project area. A site visit was conducted on
June 4, 2001. Our comments are provided in accordance with provisions of the Coastal Area
Management Act (G.S. 113A-100 through 113A-128), as amended, and the 1 ish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The ?nt1Iicant proposes to develop a including appurterarce:: su':h :s
roadway system and utility lines, 400-slip inland marina and ramp, 1,900 ft. access canal and
channel, 11,300 ft. of shoreline stabilization, and three nature docks on a 1,324 acre tract located
at the confluence of Neuse River and Broad Creek. There are seven named bodies of water that
are adjacent to the project site. All waters are classified as SA -NSW. Most of the water bodies
are designated as Primary Nursery Area and/or Open to shellfish harvest.
The North Carolina Wildlife Resources <,,mmission has been involved with pre -
application meetings and design modifications prior to the submittal of the Environmental
Assessment and this CAMA Major permit application. T'he applicant appears to have
incorporated modifications into the overall project design to address most of our concerns. The
overall project has been designed to have a wetland impact of less than one acre. We will not
oppose permit issuance provided the following concerns are thoroughly addressed or
incorporated as permit conditions.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]

0
• 1

Gum Thicket
2
June 12, 2001
♦ Culverts should be installed at wetl, road crossing number one to allow for
uninterrupted hydrologic connectivity.
♦ Deed restrictions should be placed on all lots prohibiting individual docks for all
waterfront lots.
♦ Deed restrictions should be placed on all lots prohibiting wetland fill on individual
lots.
♦ Additional information is needed for the circulation channel required by DWQ.
Specifics should include the acreage of coastal wetlands being created. Plans should
allow for other appropriate plant species such as Spartina alternii fora and Cladium
jamaicense. Monitoring should occur for five years or until 100% coverage is
achieved.
i siorat:,rivaj froi;: Ap, l 1 to St:ptc...h r 0 :or any given year applies to all
excavation activities that impact public trust waters.
We appreciate the opportunity to provide input into this permit application review. If you
need further information on these comments, please contact William Wescott at [phone].

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
R"C"V6D May 7, 2001
MAY 18 2001
COASTAL MANAGEMENT
MEMORANDUM
Mr. Joseph H. Henderson, Director
State Property Office
Department of Administration
FROM: Doug Huggett
Major Permits Processing Coordinator
NCDENR
RECFIVED
MAY I 0 2001
State Pro,-vty
SUBJECT: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
APPLICANT: VEYERHAEUSER REAL ESTATE COJGUM THICKET MARINA
PROJECT LOCATION: Off SR1317 (Orchard Creek Road) northeast of the Town of Oriental,
Pamlico Co.
PROPOSED PROJECT: To install a 600 home site subdivision with amenities, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by May 28, 2001. If you have any questions regarding the proposed project, please contact
Doug Huggett at 733-2293. When appropriate, in-depth comments with supporting data are
requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
This agency objects to the project for reasons described intheattached comments.
SIGNED 4DATE S I 0
ra
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us -
AN EQUAL OPPORTUNrrY \ AFFIRMATIVE ACrION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender. Please
C,prir�tygy�rrye address,�pd Zl� in this box
Au��A COORDINATOR
co � MANAGEMENT
1638 MAIL SERVICE CENTER
RALEIC4j, NC 27699-1638
0 1. II III IIIIIII IIIIII Ii IIIIiII IIIIIII111I II III IIIIIIIIII IIIIII II'

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
{ 1. Article Addressed�o:�
l
I 2. Article Number (C&y-hom service label)
July 1999
hkkt .✓ -
A. Received by (Please Print Clearly)
C. Sig
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102595-99-M-1789

Permit Class
NEW
Permit Number
146-01
Issued to
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission RECEIVED
Vermit DEC 1 9 2001
for
X Major Development in an Area of Envir&VrQfr PgUQAGEMENr
pursuant to NCGS 113A-118 RALEIGH
Real Estate
filling pursuant to NCGS 113-229
Thicket �fa)ina, 233 Middle Street, Suite 214, New Bern NC
Authorizing development in Pamlico - /
SR 1317 (Orchard Creek Road) , as requestle j the
Confluence of Broad Creek and Neuse River,
application dated 3/14/01, including
This permit, issued on November 20, 2001 , is subjeVtofbe
ance with the application (where consistent
with the permit), all applicable regulations, sperial conditions andth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the null and void.
1) All work shall be carried out in compliance with the following listing of attached workplan
drawings unless altered herein:
Sheet I of 13 dated 415100 rev. 1/24/01, Sheets 2-12 of 13 dated 4/5/00, Sheet 13 of 13 dated
4/5/01 rev. 1/24/01; Prop. Inlet Hydrograph dated 3/20/00; 404 Wetland Roadway Crossings
dated Sheets 1-10 of 10 dated 1/26/01; Pier A Details Sheet 1 of 3 dated 2/24/01, Sheet 2 of 3 no
date, Sheet 3 of 3 dated 2/28/01; Typical Wooden Pedestrian Walkway Sheets 1-2 of 5 dated
1/23/01; Walking Trail and Crabbing Dock Sheet 3 of 5 dated 1/23/01; Canoe Landing and
Nature Watch Sheets 4 — 5 of 5 dated 1/23/01; Typical Marina Section dated 3/15/00;
Conservation Development Plan dated 3/9/01; Site Plan 1/23/01
(See attached sheets for Additional Conditions)
This permit action may be appealed by the pernittee 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 project modification not covered
hereunder requires father Division approval.
All work must cease when the permit expires on
December 31, 2004
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.
ey
onhrta D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.

Weyerhaeuser Real Estate Permit #146-01
Page 2 of 7
ADDITIONAL CONDITIONS
Excavation of Marina, Access Channel, and Access Canal
2) In order_to protect :juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April I' and October 1 of any year without the prior approval of the Division of Coastal
Management; inx.onsultatibn with the Division of Marine Fisheries.
3) Excavation within the access cl3ZVel will not exceed 9 feet below NWL. Excavation within the marina
basin and access canal will n e Geed —8 feet NWL. Over dredging is expressly prohibited.
4) In no case shall the
5) An earthen plug shall be left b(tvwnoe p c
Creek until excavation landwa?dof'the u
completion of excavation will elaps p 'or tc
adjacent water body.
NOTE: The permittee's contractor is advised o
to discuss operations and appropriate
the depth of connecting waters.
inland basin (mine site)ani!�,a rcm, channel and Broad
een completed, and a Qir um 24 hour period after
g_rkmoval to prevent unnecessary siltation into the
(the U.S. Coast Guard at [phone], ext. 108
markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials will be confined above normal water line and 4q� ward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) No excavated or fill material will be placed at any time in any vegetated wetlands outside of the
alignment of the fill area indicated on the workplan drawings. ' 's .
8) The diked disposal area(s) will be constructed a sufficient distance from the mean high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
9) The disposal area(s) will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
10) The spoil disposal area(s) must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
Circulation Channel
11) The circulation channel and restoration of the impacted coastal wetlands shall be done in accordance
with the attached "Addendum DCM-MP-2-2". The proposed mitigation efforts shall allow for a
minimum replacement to impact ratio of 1:1. Should the 1:1 ratio not be met, the permittee shall
coordinate with the Division of Coastal Management to determine appropriate remedial actions.

Weyerhaeuser Real Estate
ADDITIONAL CONDITIONS
Bulkhead and Rock Riprap
Permit 9146-01
Page 3 of 7
12) The riprap will not extend waterward more than an average of 7.5 feet from the normal water level, with
a maximum offshore distance of 15 feet.
13) The alignment of the authorized bulkhead and riprap structures must be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, will
require the alignment to be restakedrby DCM within a maximum of 30 days prior to the new expected
start of construction.
14) The riprap material must. be e m loose d' or any pollutant. It must be of a size sufficient to
prevent its movement from the�si y wa ��'or uu ent action. .
15) The bulkhead must be structurally ti lft/2 as t ptpv nt seepage of backfill materials through the
structure. /
16) The bulkhead must be solid and constructed o%treat�ed woo c ncrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
17) All backfill material will be clean and free of any pollutants except in trace quantities.
Marina Facility
18) This permit authorizes only the docks, piers, channel markers and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, may become a permanent part of this marina facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
19) The four channel markers in Broad Creek shall comply with all applicable requirements of the US Coast
Guard and./or the NC Wildlife Resources Commission.
20) Piers and docking facilities for individual property owners within the Gum Thicket Marina and
Residential Development are limited to areas within the manna basin only. This permit condition is to
be enforced by protective covenants, deed restrictions, or other legally enforceable instruments. Any
pier or docking facility located outside the manna basin and not in accordance with the permit
application shall be considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the project. The permittee
has agreed to this condition to minimize disturbance within the many creeks that border this
development that are designated Primary Nursery Waters by the Division of Marine Fisheries.

Weyerhaeuser Real Estate
Permit #146-01
Page 4 of 7
ADDITIONAL CONDITIONS
21) To ensure compliance with Condition No. 20 of this permit, the permittee shall place deed
restrictions on all waterfront lots referencing the no docking facility requirement referenced in Condition
No. 20. The deed restrictions shall be recorded with the Pamlico County Register of Deeds, and a copy
of the recorded deed restrictions+supplied to the Division of Coastal Management prior to the initiation
of any activities authorized by thiAnennit.
22) Prior to the occupancy o w slips authorized under this permit, a marine pumpout sewage disposal
facility will be installe erable, an aintained for the life of the marina.
23) .. The marina facility will displ Cy(?�l sho the location of the on -site pumpout facility and other
appropriate waste disposal infpfh
na office, each marina basin pier, and the marina boat
ramp.
24) No sewage, whether treated or untrea ;.shall s harged at any time from any boats using the
marina facility. Any sewage discharge at facility shall be considered a violation of this
permit for which the permittee is responsible rohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
25) The manna facility will post and enforce a no sewage discharge policy.
26) 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. .
27) The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
28) 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.
29) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
30) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities, including the 4 authorized
channel markers in Broad Creek. At a minimum, permanent reflectors should be attached to the
structure in order to make it more visible during hours of darkness or inclement weather.
31) The permittee shall develop and implement a fuel and waste spillage protection plan to minimize
potential environmental impacts resulting from a fuel spill. All users of the marina facility shoud be
informed of the fuel spill plan.
32) This permit authorizes a maximum of 400 boat slips.

Weyerhaeuser Real Estate
Permit #146-01
Page 5 of 7
ADDITIONAL CONDITIONS
33) At least one dry fire hydrant accessible for use by local fire departments must be provided for at the
marina basin. The Pamlico County Fire Marshall should be contacted for assistance in locating this
facility.
NOTE: The permittee is encouraged to provide trash receptacles, sufficient in numbers, to provide easy
access and capacity will be installed at the manna prior to occupancy.
Bo am
33) The concrete boat ramp must p rJ o hid and pushed or placed into the water once
hardened. No live concrete may co i o ontact ith a water.
CommunityCrabbin .l tur )noe Docks
34) Any portion of the permitted community docking faci ' built over coastal wetlands must not exceed
six feet in width and must be elevated a minimum of three feet over the wetland substrate as measured
from the bottom of the decking.
35) No boat slips are authorized in association with the three community docks.
Upland Development
36) Spoil areas and all other areas of land disturbance will be properly graded and provided a ground cover
sufficient to restrain erosion within thirty (30) working days of project completion.
37) Any change to the design and layout of the proposed upland portion of the project will require a
modification of this permit.
38) The NCDOT District Engineer in New Bern shall approve all work involving the North Carolina
Department of Transportation Right of Way.
Water Quality & Stormwater Management
39) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
40) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7010503,
which was issued on 11/8/01. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.

Weyerhaeuser Real Estate
Permit #146-01
Page 6 of 7
ADDITIONAL CONDITIONS
41) The permitted activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
42) The N.C. Division of Water Quality has authorized the proposed project under General Water Quality
Certification No. 3274 and additioA conditions (DWQ Project No. 010673), which was issued on
6/28/01. Any violation of the approved by the DWQ will be considered a violation of this
CAMA permit.
NOTE: An Erosion and Sedimentation Pi will be required for this project. This plan must be
filed at least thirty (30) days pri r 'ih egi ' g of any land disturbing activity. Submit this
plan to the Department of Envir nt an al Resources, Land Quality Section, A) 943
Washington Square Mall, Washington, 27 9
43) In order to protect water quality, runoff from nstruction must not visibly increase the amount of
suspended sediments in adjacent waters.
44) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
45) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar days of completion of any phase of grading on cut or filled slopes.
Archaeological and Cultural Resource Protection
46)" At least one week prior to initiation of excavation, the permittee will contact the Division of Archives &
History (919/733-4763), providing this agency the opportunity to monitor development activities. If
significant archaeological features are exposed, this agency will be allowed reasonable time to record
and/or recover features prior to undertaking of any work.
General
47) All construction must conform to the N.C. Building Code requirements and all other local, state, and
federal regulations.
48) Any additional mitigative measures contained in the Environmental Assessment document prepared for
the proposed project shall be implemented unless specifically altered herein.

Weyerhaeuser Real Estate
Permit #146-01
Page 7 of 7
ADDITIONAL CONDITIONS
49) The permittee understands and agre�spthat, if future operations by the United States requires the
removal, relocation, or other alteration o the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army o authorized representative, said structure or work shall cause
unreasonable obstruction to free iga 'on of the navigable waters, the permittee will be required, upon
due notice from the Corps of Enginee s, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the Unrteds or the state of North Carolina. No claim shall be
made against the United States or the state North Carolina on account of any such removal or
alteration.
NOTE: This permit does not eliminate the need to'o in additional state, federal or local permits,
approvals or authorizations that may be,requ rreedd..
NOTE: Future development of the permittee's propff ay require a modification of this permit.
Contact a representative of the Division at (2. 808-2808 prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200110668.

Permit Class
NEW
Permit Number
146-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vcrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Weyerhaeuser Real Estate Co., Gum Thicket Marina, 233 Middle Street, Suite 214, New Bern NC 28560,
Authorizing development in Pamlico County at Confluence of Broad Creek and Neuse River
SR 1317 (Orchard Creek Road) , as requested in the permittee's application dated 3/14/01, including
attached workplan drawings (35) dated as indicated in Condition No. 1 below.
This permit, issued on November 20, 2001 , 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 fines, imprisonment or civil action; or may cause the permit to be null and void.
1) All work shall be carried out in compliance with the following listing of attached workplan
drawings unless altered herein:
Sheet 1 of 13 dated 4/5/00 rev. 1/24/01, Sheets 2-12 of 13 dated 415100, Sheet 13 of 13 dated
415101 rev. 1/24/01; Prop. Inlet Hydrograph dated 3/20/00; 404 Wetland Roadway Crossings
dated Sheets 1-10 of 10 dated 1/26/01; Pier A Details Sheet 1 of 3 dated 2/24/01 Sheet 2 of 3 no
date, Sheet 3 of 3 dated 2/28/01; Typical Wooden Pedestrian Walkway Sheets 1-2 of 5 dated
1/23/01; Walking Trail and Crabbing Dock Sheet 3 of 5 dated 1/23/01; Canoe Landing and
Nature Watch Sheets 4 — 5 of 5 dated 1/23/01; Typical Marina Section dated 3/15/00;
Conservation Development Plan dated 3/9/01; Site Plan 1/23/01
(See attached sheets for Additional Conditions)
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 project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2004
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.
onna D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Weyerhaeuser Real Estate
Permit #146-01
Page 2 of 7
ADDITIONAL CONDITIONS
Excavation of Marina, Access Channel, and Access Canal
2) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and October 1 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
3) Excavation within the access channel will not exceed 9 feet below NWL. Excavation within the marina
basin and access canal will not exceed —8 feet NWL. Over dredging is expressly prohibited.
4) In no case shall the depth of excavation exceed the depth of connecting waters.
5) An earthen plug shall be left between the proposed inland basin (mine site)an� gces,: channel and Broad
Creek until excavation landward of the plug has been completed, and a mif ir%um. 24 hour period after
completion of excavation will elapse prior to plug removal to prevent unnecessary siltation into the
adjacent water body.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials will be confined above normal water line and tan jward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) No excavated or fill material will be placed at any time in any vegetated wetlands outside of the
alignment of the fill area indicated on the workplan drawings. ' 's .
8) The diked disposal area(s) will be constructed a sufficient distance from the mean high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
9) The disposal area(s) will be properly graded.and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
10) The. spoil disposal area(s) must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
Circulation Channel
11) The circulation channel and restoration of the impacted coastal wetlands shall be done in accordance
with the attached "Addendum DCM-MP-2-2". The proposed mitigation efforts shall allow for a
minimum replacement to impact ratio of 1:1. Should the 1:1 ratio not be met, the permittee shall
coordinate with the Division of Coastal Management to determine appropriate remedial actions.

Weyerhaeuser Real Estate Permit #146-01
Page 3 of 7
ADDITIONAL CONDITIONS
Bulkhead and Rock Riprap
12) The riprap will not extend waterward more than an average of 7.5 feet from the normal water level, with
a maximum offshore distance of 15 feet.
13) The alignment of the authorized bulkhead and riprap structures must be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, will
require the alignment to be restaked by DCM within a maximum of 30 days prior to the new expected
start of construction.
14) The riprap material must be free from loose dirt or any pollutant. It must be of a size sufficient to
prevent its movement from the site by wave or current action.
15) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the
structure.
16) The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
17) All backfill material will be clean and free of any pollutants except'in trace quantities.
Marina Facility
18) This permit authorizes only the docks, piers, channel markers and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, may become a permanent part of this marina facility without permit
modification. No non -water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
19) The four channel markers in Broad Creek shall comply with all applicable requirements of the US Coast
Guard and./or the NC Wildlife Resources Commission.
20) Piers and docking facilities for individual property owners within the Gum Thicket Marina and
Residential Development are limited to areas within the marina basin only. This permit condition is to
be enforced by protective covenants, deed restrictions, or other legally enforceable instruments. Any
pier or docking facility located outside the marina basin and not in accordance with the permit
application shall be considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the project. The permittee
has agreed to this condition to minimize disturbance within the many creeks that border this
development that are designated Primary Nursery Waters by the Division of Marine Fisheries.

................. - m
Weyerhaeuser Real Estate
Permit #146-01
Page 4 of 7
ADDITIONAL CONDITIONS
21) To ensure compliance with Condition No. 20 of this permit, the permittee shall place deed
restrictions on all waterfront lots referencing the no docking facility requirement referenced in Condition
No. 20. The deed restrictions shall be recorded with the Pamlico County Register of Deeds, and a copy
of the recorded deed restrictions supplied to the Division of Coastal Management prior to the initiation
of any activities authorized by this permit.
22) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility will be installed and operable, and maintained for the life of the marina.
23) . The marina facility will display a sign showing the location of the on -site pumpout facility and other
appropriate waste disposal information, at the marina office, each marina basin pier, and the marina boat
ramp.
24) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
manna facility. Any sewage discharge at the manna facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
25) The manna facility will post and enforce a no sewage discharge policy.
26) No attempt will be mad, by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
27) The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
28) 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.
29) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to. the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
30) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities, including the 4 authorized
channel markers in Broad Creek. At a minimum, permanent reflectors should be attached to the
structure in order to make it more visible during hours of darkness or inclement weather.
31) The permittee shall develop and implement a fuel and waste spillage protection plan to minimize
potential environmental impacts resulting from a fuel spill. All users of the manna facility shoud be
informed of the fuel spill plan.
32) This permit authorizes a maximum of 400 boat slips.

Weyerhaeuser Real Estate
Permit #146-01
Page 5 of 7
y
ADDITIONAL CONDITIONS
33) At least one dry fire hydrant accessible for use by local fire departments must be provided for at the
marina basin. The Pamlico County Fire Marshall should be contacted for assistance in locating this
facility.
NOTE: The permittee is encouraged to provide trash receptacles, sufficient in numbers, to provide easy
access and capacity will be installed at the marina prior to occupancy.
Boat Ramp
33) The concrete boat ramp must be poured on high ground and pushed or placed into the water once
hardened. No live concrete may come into contact with the water.
Community Crabbing, Nature and Canoe Docks
34) Any portion of the permitted community docking facilities built over coastal wetlands must not exceed
six feet in width and must be elevated a minimum of three feet over the wetland substrate as measured
from the bottom of the decking.
35) No boat slips are authorized in association with the three community docks.
Upland Development
36) Spoil areas and all other areas of land disturbance will be properly graded and provided a ground cover
sufficient to restrain erosion within thirty (30) working days of project completion.
37) Any change to the design and layout of the proposed upland portion of the project will require a
modification of this permit.
38) The NCDOT District Engineer in New Bern shall approve all work involving the North Carolina
Department of Transportation Right of Way.
Water Quality & Stormwater Management
39) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
40) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7010503,
which was issued on 11/8/01. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.

Weyerhaeuser Real Estate
ADDITIONAL CONDITIONS
Permit #146-01
Page 6 of 7
41) The permitted activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
42) The N.C. Division of Water Quality has authorized the proposed project under General Water Quality
Certification No. 3274 and additional conditions (DWQ Project No. 010673), which was issued on
6/28/01. Any violation of the permit approved by the DWQ will be considered a violation of this
CAMA permit.
Erosion & Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project.,, This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, A) 943
Washington Square Mall, Washington, NC 27889.
43) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
44) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
45) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar days of completion of any phase of grading on cut or filled slopes.
Archaeological and Cultural Resource Protection
46) At least one week prior to initiation of excavation, the permittee will contact the Division of Archives &
History (919/733-4763), providing this agency the opportunity to monitor development activities. If
significant archaeological features are exposed, this agency will be allowed reasonable time to record
and/or recover features prior to undertaking of any work.
General
47) All construction must conform to the N.C. Building Code requirements and all other local, state, and
federal regulations.
48) Any additional mitigative measures contained in the Environmental Assessment document prepared for
the proposed project shall be implemented unless specifically altered herein.

Weyerhaeuser Real Estate
Permit #146-01
Page 7 of 7
ADDITIONAL CONDITIONS
49) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within, 30 feet of the normal high water level.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200110668.

Form DCM-MP-1
APPLICATION
(Co be completed by all applicants)
1. APPLICANT
a. Landowner:
Name: Weyerhaeuser Real Estate Company
Address: 233 Middle St. Suite 214
City New Bern State NC
Zip 28560 Day Phone[phone]
Fax [phone]
b. Authorized Agent:
Name: Ed Mitchell
Weyerhaeuser Real Estate Co.
Address 233 Middle St. / Suite 214
City New Bern State NC
Zip 28562 Day Phone[phone]
Fax [phone]
c. Project name (if any) Gum Thicket
Marina and Residential Development
C1,00"CC, �anrit willk una/iu urmw q'
[mxMw,w(i1 mxl/m p nmrrc
2. LOCATION OF PROPOSED
PROJECT
a. County Pamlico
b. City, town, community or landmark._
NE of Oriental. NC
Revised 03195
I".9!c t " 21,01
c. Street address or secondary road number.
SR 1317 (Orchard Creek Rd.)
d. Is proposed work within city limits or planning
jurisdiction? X Yes _ No
(County Planning Department)
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Confluence of Broad Creek and Neuse River
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.
Development of 600 residential units
(including those residential units around the
marina) with associated services and
amenities, upland basin marina (400 slips).
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
c. Will the project be for public, private or
commercial use? Private residential
community with a commercial upland basin
marina.
d. Give a brief description of purpose, use,
method of construction and daily operations of
proposed project. If more space is needed,
please attach additional pages. See attached
narrative.

f2[Tr7[ ZyuT_ea1z"
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1324 ac
b. Size of individual lot(s) Overall project
density of 1 unit per 2 acres
c. Approximate elevation of tract above MHW
orNWLTto8'
d. Soil type(s) and texture(s) of tract
Wahee fine sandy loam, Argent loam, Yonges
loamy fine sand, Fork loamy fine sand. Altavista
loamy fine sand, Lafitte muck
e. Vegetation on tract Loblolly Pine, Gordonia
Bay, Red Maple, Smilax spp.. Wax Myrtle
f. Man-made features now on tract. Existing
logging roads and mosquito ditches
g. What is the CAMA Land Use Plan land
classification of the site? (Clonxu11 the local lm,d ine pinn)
Conservation Transitional
Developed Community
X Rural (w/ services) Other
It. How is the tract zoned by local government?
Not county zoned
I. Is the proposed project consistent with the
applicable zoning? X Yes No
(Altach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? X Yes _ No
If yes, by whom? Preliminary assessment by
Daniel Cassidv of state cultural resources office: a more
detailed evaluation conducted by Wake orest Archaeological
Laboratory. Exhibit DCM-MP-1 A
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Revised 03195
I. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
Exhibit DCM-MP- I B
m. Describe existing wastewater treatment
facilities. Sewer will be provided by the
Bay River Metropolitan Sewer District.
Exhibit DCM-MP-1 C
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.)
o. Describe existing drinking water supply
source. None. Water to be provided by
Pamlico County
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. Exhibit DCM-MP-1 D
* An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an 8 'h" by I V white paper.
(Refer to Coastal Resources Commission Rule
7J.0203 for a detailed description.) Enclosed
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue -line prints or other larger plats 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 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
certified 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 Mr. John Tilton
Address Rt. 1, Box 198A, Merrit, NC
Phone [phone]
Name Ms. Barbara V. Muse
Address 404 South Pitt St., Farmville, NC Phone
(unlisted)
Name Mr. Joseph L. Young
Address 2512 Orchard Creek Rd., Oriental, NC 28571
Phone [phone]
Name NCDOT - Aaron Everett
Address 209 South Glenburnie Rd.
Phone New Bern, NC 28560
* A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
* A check for $475 made payable to the Department of
Environment and Natural Resources (DENR) 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.G.S. 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.
Revised 03/95
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 knowledge, 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 1 am authorized to grant, and do in fact,
grant permission to representatives ofstate 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
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the%day of-Mbd ,x�
Print
t,aVDwner or AuthOrted Rent
Please indicate attachments pertamin to your
proposed project.
X DCMMP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each form.
L

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. 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 Final
Existing Project
Length Width Depth Depth
Access channel
600'
150'
-5'
-9
(MLW) or (NWL)
msl
msl
Exhibit
DCM-MP-2E
1300
75'
N/A
-8
Canal
msl
1700
675'
N/A
-8
Boat
msl
Basin
70'
30'
N/A
-8
Boat
msl
Ramp
N/A
N/A
Rock
fry'
Groin
i=
t
N/A
N/A
Rock
Ft�,'j�s-{
1-1
Breakwater
Tkj M€ 9!
Revised 03/95
Other (Excluding
18'
N/A
N/A
shoreline
925'
stabilization. *(Open
Ditch) Circulation
Mechanism on SW
side of Marina.
Addendum DCM-
MP-2-1
*Circulation Channel See Exh. DCM-MP-2D & Marina Plan
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic yards
Approach channel 10,000 cubic yards.
b. Type of material to be excavated Fine sand.
c. Does the area to be excavated include coastal
wetlands(marsh), submerged aquatic vegetation
SAVs) or other wetlands? x Yes _No
d. Highground excavation in cubic yards
580,000cubic yards (Upland Basin & Channel),
5,000cubic yards (Open ditch)
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On -site in upland
areas Exhibit DCM-MP-2 A
b. Dimensions of disposal area Multiple disposal
areas of varying dimensions.
Exhibit DCM-MP-2 A
c. Do you claim title to disposal area?
X Yes _ No
If no, attach a letter granting permission from
the owner.

Form DCM-MP-2
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? In designated upland disposal
areas. (see site plan)
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the
water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
b. Length Inland Marina Bulkhead — 7,500' ;
Riprap-3,800' - Exhibit DCM-MP-2C
c. Average distance waterward of MHW or N WL
Bulkhead — 0'; Riprap — 7.5'
d. Maximum distance waterward of MHW or
NWL. Bulkhead — 0'; Riprap — 15'
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excludine Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No *All404
If yes,
(1)Dimensions of fill Exhibit DCM-MP-2F
(2)Purpose of fill Widening of existing road
ROW & crossings
S GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled? Per erosion
control plan, silt fences and other approved
methods.
e. Shoreline erosion during preceding 12 months b. What type of construction equipment will be,
Severe along Neuse River shoreline refer to used (for example, dragline, backhoe, or
hydraulic dredge)?
attached photographs; +/- 12-15'/vr )Exhibit Backhoes for stormwater ponds; clam shell
DCM-MP- 2 B bucket and barge; Bulldozers for upland
radin
f. Type of bulkhead or riprap material
Bulkhead: Vinyl w/ concrete cap Riprap:;
NCDOT Class 2 granite
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap 1500 cubic yards
(2) Bulkhead backfill 0 cubic yards
Revised 03/95
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
��leessen environmental impacts.
W.P-wnl�laO,� glt— /�Pa,l 45 (L7�Z (tea
Appl�r Project Name
Adl l Ol
Sign pre Date

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. 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 600 single-family homes
with associated amenities and service structures.
A 400 slip upland basin marina and a 200 vessel
dry storage with support structures.
See: Attached Site Plan and Marina Plan
b. Number of lots or parcels 600
c. Density (give the number of residential units
and the units per acre) approx. overall avg. I unit
per 2 acres
d. Size of area to be graded, filled or disturbec
including roads, ditches, etc. 105 acres
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 TBD
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt, concrete, marl and turf block
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. 1 %
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
Revised 03/95
Environmental Management for review?
Yes X No
If yes, date submitted TBD
i. Describe proposed method of sewage disposal.
Sanitary sewer to be provided by the Bay River
Metropolitan Sewer District
j. Have the facilities described in Item I. above
received state or local approval? Yes
(Attach appropriate documentation) Exhibit
DCM-MP-1 C
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
state.
1. Describe proposed drinking water supply
source (e.g. well, community, public system, etc.)
Public water system - Pamlico County
m. Will water be impounded? _Yes _No
If yes, how many acres?
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
or Project
SignaC
Date

Form DCM-MP-4
STRUCTURES
MARINA DOCKS
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial_ Community _Private
(2) Number per plan (see attached Marina
Plan
(3) Length per plan
(4) Width 6'
(5) Finger Piers X Yes —No
Exhibit DCM-MP-4B & 6A
(i) Number 400
(ii) Length avg.42'
(iii) Width per plan
(6) Platform(s) x Yes _No
(i) Number per plan (See Marina Plan)
(ii) Length
(iii) Width
(7) Number of slips proposed 400
(8) Proximity of structure to adjacent riparian
property lines >15'
(9) Width of water body NA
(10) Water depth at waterward end of pier at
MLW or NWL 8'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpi le, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
Revised 03/95
wetland
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
(1) _Commercial _Community_Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift,mooring pilings,
etc.) N/A
(1) _Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Channel markers (4) two fixed piles& two
floating (exhibit DCM-MP- 6 B)
*Private boat docks will be prohibited on
individual lots via deed restrictions.
Date
Project Name

Form DCM-MP-4
STRUCTURES
SMALL COMMUNITY DOCKS (CANOE TRAILS)
(Construction within Public Trust Areas)
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 which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) —Commercial X Community
_Private Sch. A
(2) Number 3 Exhibit DCM-MP-4 A
(3) Length * (1) 30' (2) 52' (3) 93' Sch.A
*Does not include platform. See Sch.A
(4) Width 6'
(5) Finger Piers _ Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) x Yes_ No
(i) Number 3 Exhibit DCM-MP-4A
(ii) Length(1)10 (2) 10 (3) 12
(iii) Width (1-3) 20'
(7) Number of slips proposed None
(8) Proximity of structure to adjacent riparian
property lines >15'
(9) Width of water body_ (1) 140' (2) 20 (3) 25
(10) Water depth at waterward end of pier at
MLW or NWL 2'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpi le, etc.) N/A
Revised 03/95
(1) Length
(2) Average distance from MHW, NWL or
wetland
(3) Maximum distance beyond MHW, NWL,
or wetlands
e. Mooring buoys N/A
(1) _Commercial _Community_Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
f. Mooring structure (boatlift,mooring pilings,
etc.) N/A
(1) _Commercial _Community
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Date
afit or Project Name
'3-/X/-D/
Private

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial _ Public _Residential
See enclosed Marina Site Plan
b. Will the marina be open to the general public?
X Yes —No
c. If there is residential development associated
with the marina, how many units or lots are
planned and how many are currently developed?
600 units planned, no lots have been
developed
d. Check all of the types of services to be
provided.
_Full service, including travel lift and/or
rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 400
X Dry storage
Number of boats 200
1 Boat ramp(s)
-Eh—Other (describe)
e. Check below the proposed type of siting.
X Land cut and access channel
_Open water with dredging for basin
and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats,
mixed types). Mixed sailboat. yacht, & motorboat
Revised 03/95
g. Typical boat length 32'
h. Maximum boat length 48'
i. Are any floating structures planned? Yes
If so, describe Floating docks
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities
that will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 14
Location In upland buildings
X Showers
X Boat holding tank pumpout
Type and location One permanent at fuel
dock.
b. Describe treatment type and disposal location
for all sanitary wastewater. Public sanitary sewer -
via Bay River Metropolitan Sewer District
c. Describe the disposal of solid waste, fish offal
and trash disposal. Removal and disposal by
private contractor
d. How will overboard discharge of sewage from
boats be controlled? Dockmaster will enforce
marina policy (enforcement will be
supplemented by use of dye tablets or other
Coast Guard approved method to ID spillage)
e. Give the location and number of "No Sewage
Discharge" signs proposed. 25 - located at top of
gangplanks, and entrance channel.
f. Describe the special design, if applicable, for

containing industrial type pollutants, such as
paint, sandblasting waste and petroleum products.
Above -ground storage tank to be in
compliance with all AST standards contingency
measures outlined through the Marina Operation
& Maintenance Manual including the use of
booms for containment
g. Where will residue from vessel maintenance be
disposed of? N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 4 Channel Markers: 2
`No -Wake' Signs Exhibit DCM-MP-6 B
i. Give the location of fuel -handling facilities,
and describe the safety measures planned to
protect area water quality. Above -ground storage
tank on upland adjacent to basin; contingency
measures outlined in section of Marina Operation
& Maintenance Manual
j. Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts. Flushing promoted by designed
hydrologic gradient (shallower basin relative to
entrance channel): circulation inlet and outlet at
both ends of basin. Addendum DCM-MP-2-1
k. What will be the marina policy on overnight
and live -board dockage? Overnights will be
restricted. No live-aboards.
1. Is the proposed marina located near any
shellfish leases? Yes X No
m. If this project is an expansion of an existing
marina, what types of services are currently
provided? N/A
n. How many slips are now available? N/A
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
Revised 03/95
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
* A recommendation will be made in
accordance with 15A NCAC 18A MARINA:
DOCKING FACILITIES: OTHER MOORING
AREAS for a 100 foot closure area adjacent to the
mouth of the channel to the harvest of shellfish.
See Exhibit DCM-MP- 6 C
q. Give the location and number of "Pumpout
Available" signs proposed. 25 (to be located at
the same locations as the "No -Sewage Discharge"
signs)
I�Zer-ha.zdesxr s ea/ C �a
licalit r Project ame
r
ign re
Date

w
to N � to to
N i0 O l N U P
Ln %
op
V.Ln
J
In
V
K Q
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to (st
1 Lun
LA
to �
t Y ul u} r> >
1 1
N I���tp !: N N tp NP N
(P \C�
(j )
GRAPHIC SCALE
Ng� , p 200
�,� 400 600
REVISED 1-24-01 : ADD SECTIONS S-34 TO S-37.
SHF_ET_i_ OF l.i
SHORELINE PR07EC77ON
at
CUM 771ICKET SHOALS
for
HE)EMMF_USER REAL ESTATE COUPANY
PAIALICO COUNTY NORM CAROUN_A_
BATE: _+ -5_-BB _ ROBERT M. Cl TILES, P.E.
JOB NO. _9y�A6__ ENGINEERS AND CONSULTANTS
SCALE: _1=4.21 NEW BERN, NORTH CAROLINA
I
(I

EXISTING TOP OF BANK '
4• NCDOT CLASS 2
I GRANITE RIPRAP
2 C'ONSIRUCTION
FILTER FABRIC 1 FX(!AVAIIC)fl
4' GEOGRID FILL w/ # 7 STONE
PLACE OVER FILTER FABRIC _._f _ _ WATER LEVEL
Jam. _ U.0 IA. S. L.
BACKA L - _----- - ..---
V
FILTER FABRIC"
" TYPICAL SCC-ilON
N. T. S.
0
i
�I
0
SHEET 2 OF 1.5
SHOREu,vE PROTECTION
o(
CUM THICKET SHOALS
i0,
ItE)ERI9AEU5ER REAL ESTATE COWAN)`
PAMLICO CCl1NTY UORDI CAROLIIIA
IIAIE: _"-===q° _-- ROBERT M. CHILES, P.E.
JOB NO. __99176ENGIIIEERS AND CONSULTAIIT
SCALE: __Il is---- NEW BERM. NORTH CAROI.IIIA

I
1 NO RiPRAP RFOUIRFO
4.0000
I
SECTION-1 200
;,;j��-
-----
0.00 10.00 20.0u 30,00
SECTION-2
600
5.00
4 J)D
3.00
2� 00
LOO
0.00
IAU)
2.Un
0.00
7.00
6.00
5.00
4.00
SECTION-3 ;00
0.00
—I.00
m
0 On
10.00 20 110 30,01) 1 •10 On
i
sn U0
{
— I ��--- ------- �- ; ---'I '
)OOo 20.nn 3o.On 40.00 5000
I„
n
3
SHEET 3 OF 13
SHORELINE PR07ECRON
at
GUA4 THICkFT SHOALS
/Of
II'E)'ERHAEUSER REAL ESTATE COWAN)
PARLICO C(AIf1TY - f1WM CAROLIUA
GRAPHIC SCALP: ()ATE: _4 _(1-U()-
- -- ---- ROBERT M. CHILES, P.f•...
0 b 10 _ 15 zo v<,nc
JOB n0. ______ ERCulEERS AND CONSULTANTS
SCALE: __!*_=_IU HEW REP.H• NORTH CAR(XIRA

7.00
6.00
5.00
�1.00
gECTION-4 s. o
ass
—1.00
0.00
10.00 20.00 30.00 40.00 5000 60 00 7000 80.00
zoo
5:°00
SECTION-5 400
3:00 . _ ..
2.00 ... ..
.000. -
-too - --- — -I
-2:00 ........: . _
0.00 10.00 20.00 30.00 4n.00 50.00 60AM
7.00
6.00 _... .. -
5.00 .. ..
SECTION-6 400 _
3.00.
2.00 — --_-_ —
1.00
0.00
0.00 .. 10.00 20.00 31100 40.00 50.00 6()00 70,OO
i
q
o�
3
SNEET 4 OF 13 r
SHORELINE PROTECTION
or
GUAI TIOCKET SHOALS
IVEIERHAEUSER REAL ESTATE COWAN)'
PAIRICO COMIC NORM CAROLIRA
GRAPHIC SCALN DATE: 4-5-00
5 l0 15 zo---------- ROBERT M. CHILES. P,k.
O JOB tio.9g17{� ERGIIIEERS A 10 CONSULEAIIIS
SCAIE: __! _=_14 (IEW RERII• IIOR111 C-AROLMA

I °I
7.00
6.00
5.00
3.00
SECTION-7 ;00
0.00
-1.00
-2.0D
0.00
7.00
6.00
5.00
4.00
SECTION-8 2.00
1.00
0.00
-1.00
-2.00
u.n0
5.00
5.0(1
SECTION-9
2.00
1.00
0.00
- 00
- .00
n 0.00
10.00 20.00 all 00 10 IIU 511 fill
10-00 20.110 30.00 •10.01)
10.00 MAO
60 01)
1,
L'
30.00 40.00 50.00 0;
SHEET 5 OF 1.3
SHORELINE- PROTECTION
of
GUA4 THICKET SHOALS
for
WEYERHAEUSER REAL ESTATE COUPANY
PAIALICO C(0.1NTY NORTH CAROLINA
GRAPHIC SCALE DATE: _4-_5-00
5 10 15 20 - ------ ROBERT M. CHILES, P.E.
_ SOB R0.--99176-- ENGINEERS AND CONSULTAOTS
SCALE: _ _= IO TIEW BERfl. NORTH CAROLTRA

7.00
6-0n
5.01)
4.00
3.00
SECTION-10 b:`0
00
-ton
0.00
7.00
6.00
5.00
4.00
SECTION-11 23:88
1.00
0.00
-1.00
-2.00
0.00 - 10.00
7.00
6.00 _.
5.00
SECTION-12 0000
2.1.00
0.00 ---
-t00
-2.00
DIM 10.00
10.00 2000.30.ow 40.01i 50.00 60 D0
20.00 30:00 4000
50.00
cl
m
n.
_SHEET 6 OF 13 '-
SHOREL7NL PR07E`TI0N
o/
GUAI THICKET SHOALS
Yor
11F)ERHAEUSER REAL ESTATE COUPANY
PAIALICO COMITY ROR)II CAROLMA
GRAPHIC SCALE OA)E:--4-5-00r
0 5 )0 15 20 - -- IRO[3ER7 M. CHILES, P.E.
JOB HO.--99176_ _I EHGRIEERS AHD C0115ULiA11)5
ucorr eurnnl rAW(WluAn
NWO

7.00
6.00
5.00
.00
2.00
100
SECTION-13 _; gg
- 2.00
0.00
7.00
6.00
500
4.00
SECTION-14- 300
2:N0
,.ND
o.OD
-2.01)
0.00
7.ND
6.00
00
SECTION-15 54.00
3.00
2.00
1.00
000
- LOD
-2.00
10.00 20.00 91100 41100
10.00 20,00 3000
10.00
J
50 00
I
I
20.00 30.00 a0.00 su 1)0
SHEET 7 OF 1-1
SHORELINE PROTECTION
or
CUM THICKET SHOALS
io,
I{'E)ERHAEUSER REAL ESTATE COAIPANY
PAMLICO CTYJOTr NORTH CARWHA
cirnrlluC SCALE:, DA1E:_4_�-(11)
0 5 10 15 20 --- ---
ROBERT M. CHILES, P.E.
J013 N0. ENGINEERS AND C011511LTANTS
SCAI:E: __I _._In _ NEW KERN, NORTH CAROIINA

„f
9
SECTION-1 6 6:7.0580
4.00
3.00
2.00
1.00
0.00
-1.00
- 2.00
-3.00
0.00
10,00 20.00 3000
7.00 ..........
6.00 ..
SECTION=17 .4 no
.30
2.00 .. i
1.00 I
0.00 -- - ---- --- - -- -
-1.00
-2.00
0.00 10.00 MO(I 30.00
SECTION -18
0.00
10.00 20.00
GRAPHIC SCALN
5 10 15 20
U
n
n
0
n
3o.Nu N
r-
s,
a,
SHEET B OF 13
SHOR£L1NF- PRO1E011ON
of
CUAf THICKET T SHOALS
for
11E>ERHAEUSER REAL ESTATE COWANY
PAMWJO COON IY WWII CAROLRIA
IATE:-4-5 01---- ROBERT M. CHILES, P,E.
OR 110. y�l ��__ EUCINEERS A110 C011SULTAl11S
CALE: I _- IU NEW BERN. NORTH CAROLRIA

6.00
5.)) —
4.)) ...
3.)) .:
SECTION-20 ;:o�
0.00
-too --
-2.00 _
0.00
10.00 20.00
Ilnn.
°°luillglo
30.00
6.00 eY• •,v .
5.00
4.00:. -_ . .. ... .
SECTION-21 300
2.00
1 _o on
_ .... ..
0.00 10.00 20.00 30.00
40.00
GRAPHIC SCALD!
5 10 15 20
5000 6DJU)
SHEET 9 OF 13 p

6.00
5.00
I 4
SEAON-22 1.I,.OU I
0. N0
_> �8
o No
6.00
5.00
4.00
3.00
SECTION-23 ; gf)
0.00
-1.n0
--zoo
-3.00
0.00
6.00
5.00
300
q.nn
SECTION-24
1.00
000
_ 1.00
_2.00
-3.00
i
00 20.00 30 oo u1 uii
10.00 20 on 30.00 MWIl
91 0.00 10.00 20.00
"o.Oo
SHEET 10 OF 13
I
SHORELINE PROTECTION
at
GUM THICKET SHOALS
for
11'EVERHAEUSER REAL ESTATE COUPAN1'
PANNCO C0111fY NORM CARiUNA
GRAPHIC: SCALE DATE:-,=s_6-- „
- - -- ROBERT tit. CHILES,, P.F.
5 10 15 20
_ JOB N0. 9q1 �6__ EfIGiNEERS AND CONSULTANTS
__ .
SCALE: __1 _=_!�__ NEW BERN. NORT11 CAROUNA

6.ou
5."0p-
4.On3.00if
SECTION-25 &00-- -- 3.00 ------
-1.00
—2.00
—
0.00 10.00 20.00
i
I
3n on 41) (10
6.00
5On
0 :.
H0
SECTION-26 1.0�
0.00 — -- I
—1.00
-2.00
0.00 10.00 20.On 30 N0
SECTION-27
N
4A11
3.00
2.00
1.00
0.00
—1.00
— 2.00
O.00
FI TER FARRIC I& RIPRAP OIJ/
0.00
EXISTING SLOPE TO 1111S POINT
TIIEN STARTS 2 10 I SLOPE
(THANK SCALE;
5 10 15 20
(10
SHEET 11 OF 13
SHOREL7NL PR07ECTION
of
GUM 7H7CKET SHOALS
rn,
H'EY'ER7IAEUSER RE.41. ESTATE COAIPANY
PANLICn CCA11111RORDI CAR01.111A
bA1E'-'--- ROBERT M. CHILES. P.E.
JOB NO =1417ii - ENGINEERS AM MISIMANTS
SCAIE: __I "___IO_ NFW KERN, NORM CAROIIIIA

I A i _
500
1 SECTION-2-8500
2 a0 i
'� FNN i
00 ----
00
-2.N0
N:IIO 10.00 20.11O
500
IA10
SECTION-2.J 2.00
FUU
1,(10
FON
--2.NN
-3.NN
I).
EII.11:R FABRIC ........,..
E.NI4NNG SIIIPE 1LI IIIIS PIII611
MIN STARIS 2 10 I SI_UPI.
io .Nn 40,1)U 50 011
MH
[i.l1lT
LUl1 t
SECTION-30 23.gg 1
1.00
FNN
--2 a0 I
-3.UN
I -o MNN 3000
'i
i
o Nu a .0 SHEET 12 OF I
- SHORELINE PROIE07ION
or
CUAf THICAFT SHOALS
i,,;
11'EIFRHAEUSER REAL £STALE COUPANY
PANNCO WHITY WIRTH CAROLMA
C�lit\1J111SCSCALP"DATE:_'I_5-OD
s Iu 15 su -------- RO[3ERT M. CHILES. P.E.
_ U 10 JOB ND. 99176_. EIIGINEERS A11R CONSULTANTS
SC.AI E: _._I "____Iu NEW 6ERN.. rfORTII CAROI.INA

5.00
SECTION-31 3.00
1.00 . -.....
0.00 1— - - ----
-1.DO
-2.00 .
-3.00
0.00 10.00 20.00 30.00
SECTION-32
'S00
--
*SECTION-34)
1-oo
*SECTION-35)
0.00
-J:OO
I
*SECTION-36)
0.00 - 10.00 20.00 30.00
*SECTION-37)
SECTION-33
4.00
3.00
2.00
1 DO
0.00 00
�.00
0.00 10.00 20.00 30.00 40.00
!N0- : SECTIONS 5-34 TO S-37 ARE APPROXIMATE AND NOT BY ACIUAL SURVEY.
GRAPHIC SCALE
0 5 10 15 20
REVISED 1-24-01 : ADD SECTIONS S-34 TO S-37.
m
m
3
SHEET IJ OF IJ

x -6.58 x 8.�
--x..<9.08
x —9
x —8.78 .
x —8.08
PN c� x — 7. 8
_
"cl /G
J x. -
18.28 \
x }8.58 x —7,38
—7.08 ,
-s. 8
x " 8.08 /-
x—5.88-- ._..) x t6.48
/ // x—/2
x— .0 %
x�
x (-6.08 r
4 k — .98x.
x
x-3.38
x —1.68
5.,f 8
is r178
x 88
i x —0.98
�x 3'8./
�8
,a
x — 5.5
—h.uutt)l r,x -
l-5.08 x
i
x —3.48
x —2.08
x —3.38 x//0.02
xx-1 d'98
BULKHEADED--INSET 'CHANNEL'
a
i
n
t..
PROPOSED INLET HYDROGRAPH
AT
GUM THICKET MARINA
FOR
WRECO
PAMLICO COUNTY NORTI-I CAROLINA
DATE: 3-20-00 ROBERT M. CHILES, P.E.
JOB NO. _99»6 ENGINEERS AND CONSULTANTS
SCALE: 1=2p0' NEW BERM, NORTH CAROLINA

O
*Of
#6&7
�ae'-12
-M
�V- v Qo
4rlzq'y0 TOTAL WETLANDS DISTURBED = 14.307 S0. FT. (0.3284f AC.)
s
x
N
NJ
SHEET 1 OF 10 0
404 WETLAND ROADWAYat
CROSSINGS
GUM THICKETfor
1
WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROLINA
IATE; 1-26-01 ROBERT M. CHILES, P.E.
OR NO. 9$176 `ENGINEERS AND CONSULTANTS
rAl E• N..T:S. NEW BERN, NORTH CAROLINA

R/W 40'
5' 6' 9' 9' 6. 5'
SHOULDER PA MENT SHOULDER
fit"/FT. 1 /4"/FT. 1 /4"/FT. -- 1 "/FT.
UNDISTURBED GRADE
30'
TYPICAL ROADWAY SECTION
UNDISTURBED GRADE
s
m
mp�
3
SHEET 2 OF 10

\ R -
404 WETLAND
CROSSING #1
WETLANDS IMPACTED = 6459 SQ. FT. (0.148t ACJ
/
I
' \ SHEET J OF 10 5
404 14E77AND ROADWAY CROSSINGS
at
GUM THICKET
/or
WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROLINA
BATE' 1-26-01 ROBERT M. CHILES, P.E.
JOB NO. 9916 ENGINEERS AND CONSULTANTS
1" 40' NEW BERN, NORTH CAROLINA

/
I
I
I
1
�\yl:
404 WETLAND
CROSSING #3
WETLANDS IMPACTED = 4997 SQ. FT. (0.115t AC.)
404 WERAND
SHEET 5 OF
10
ROADWAY CROSSINGS
of
GUM THICKET
ror
WEYERHAEUSER REAL ESTATE COMPANY
DATE: 1-26-01 ROBERT M. CHILES, P.E.
JOB NO. 99176 ENGINEERS AND CONSULTANTS
40 NEW KERN, NORTH CAROLINA

0
/
/
/
/
/
/
CROSSING #4 /
WETLANDS IMPACTED = 860 SQ. FT. (0.020t AC.) /
/ 404 W
R W
-----------------------�- --
18' PAVEMENT
— — _ _ — — — — _ _ — — — _ — — — — —
—R/W
404 WETLAND
I /
0
I
n
x
SHEET6OF10
404 KE77 AND ROADWAY CROSSINGS
of
GUM THICKET
!or
WEYERHAEUSER REAL ESTA7E COMPANY
PAMUCO COUNTY NORTH CAROLINA
DATE: 1-26-01 ROBERT M. CHILES, P.E.
JOB NO. 9916 ENGINEERS AND CONSULTANTS
crwi V. 1. = 40. NEW BERN,; NORTH CAROLINA

I �
I �
i
/ CROSSING #5
I /
404 WETLAND WETLANDS IMPACTED = 294 SQ. FT. (0.007t AC.)
I /
I �
— — — — — — — — — — — —
RW — — — — — — — — — — — — — — — — — — — — —
18' PAVEMENT
R W — ----- _ _ --- _ — — — —
/ m
\ / n
� n
m
SHEET 7 OF 10
404 KE7LAND ROADWAY CROSSINGS
at
GUM THICKET
for
WEYERHAEUSER REAL ESTA7F COMPANY
PAMUCO COUNTY NORTH CAROUNA
1-2 -0' ROBE IT M. CHILES, P.E.
NO. 99176 ENGINEERS AND CONSULTANTS
c 1" — 40• NEW BERN, NORTH CAROLINA

CROSSING #6
WETLANDS IMPACTED = 272 SQ. FT. (0.006f AC.) CROSSING #7
// \\ WETLANDS IMPACTED = 77 SQ. FT. (0.002f AC.)
/ 404 WETLAND
R W _
-----��—.� 1 ----- — —
----------------- -- --
18' PAVEMENT
,,, I t I l It 11,,,0/
tt CAR ..........1
Al a
g365
''�h+nnntta�
x
b
n
m
3
SHEET B OF 10
404 WETLAND ROADWAY Y CROSSINGS
GUM THICKET
for
WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROLINA
°ATE: I-26-01 ROBERT M. CHILES, P.E.
JOB NO. 99t76 ENGINEERS AND CONSULTANTS
40' NEW BERN, NORTH CAROI!�,)A

If
\ I 1
\ \ I 404 WETLAND /
\ r
/
i
I
I
/ CROSSING #8
\ WETLANDS IMPACTED = 160 SQ. FT. (0.004t AC.)
404 WETLAND ;q
r
I /
I �
l 1
\ I
V
. ACARo
�,. ../0 y9,°
co
FRT P.i. Cho
SHEET 9 OF 10
404 WETLAND ROADWAY CROSSINGS
of
GUM THICKET
for
WEYERHAEUSER REAL ESTATE COMPANY
PAMUCO COUNTY NORTH CAROLINA
DATE: 1-2'.01 ROBERT M. CHILES, P.E.
JOB NO. 99176 ENGINEERS AND CONSULTANTS
SCALE: 1 • - 40 NEW BERN. NORTH CARQII_�A

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404 WETLAND
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CROSSING #9
WETLANDS IMPACTED = 137 SQ. FT. (0.003t AC.)
SHEET f0 OF f0
404 WE7LAN0 ROADWAY CROSSINGS
at
GUM 7HICKE7'
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WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROUNA
DATE` 1-Zs-D1 ROBERT M. CHILES, P.E.
JOB NO. 99176 ENGINEERS AND CONSULTANTS
enwr. 1" = 40' NEW BERN, NORTH CAROLINA

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Gum Thicket Marina
PAMLICO COUNTY, NORTH LAROLINA
GANGWAY DETAIL
�: SHEET 3 of

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9' W, TYPICAL
2 F Im
2'x6'x6• DECKING TYP
2'xG'x8' STRINGER
2'xe'xE'
SPLICE PLA
EACH BENT
2'xB'.B' STRINGER
2'%B'YR' STRINGER
ALL EDGE PILES CUTOFF
2'x 4' TOE RAIL PI❑SA VIT11 STRINGER SDP
2'x 4'x 16' TOE RA
FASTENERS
ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.
DECKING 2'x6'
DECKING TO BE FASTENED TO JOISTS WITH A MINIMUM OF 9 16D OR 6 20D RING SHANK GALVANIZED NAILS
STRINGERS 2'x8'
STRINGERS SHALL BE FASTENED TO SPLICE PLATES WITH A MINIMUM OF 10 16D NAILS
STRINGERS SHALL BE FASTENED TO WALERS USING A STAINLESS STEEL "SIMPSON STRONG TIE'
HURRICANE CLIP.
STRINGERS /SPLICE PLATE ASSEMBLIES SHALL BE BOLTED TO PILES USING A +"0 TIMBER HEADED
GALVANIZED BOLT WITH THE WASHER AND NUT COUNTERSUNK FLUSH WITH THE PILE.
WALERS 2'x8'
WALERS TO BE FASTENED WITH TWO GALVANIZED TIMBER HEADED J' 0 BOLTS THROUGH
BOTH WALERS AND PILE.
NOTE:
BOARDWALKS, PIERS, AND PLATFORMS ARE
NOT DESIGNED FOR USE WITH VEHICLES,
TRACTORS, GOLF CARTS, OR OTHER
MACHINERY AND EQUIPMENT.
VW.7- VALOR
4' 4'
6' F
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TYPICAL WOODEN PEDESMIAN WALKat
WAY
GUM THICKET
for
WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROUNA
DATEI_23JAN07__ IROBERT M. CHILES, P.E. .�
JOB Nil, 99176_ ENGINEERS AND CONSULTANTS
SCALE, _ ��4 _= � NEW BERN. NORTH CAROUI

4'-4' MINIMUM 1I1 b' MAXIMUM
SHEET 2 OF 5
SHOREtJNE ROBERT M. CHILES, P.E.
1:ENGINEERS AND CONSULTANTS
NEW BERN, NORTH CAROLINA

TRAIL
m
m
SHEET 3 OF 5
WALKING TRAIL & CRABBING DOCK
�N CpRQ(j'�., or
�..•OFESSjO� GUM THICKET
for
a� SEA WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNT NORTH CAROLINA
_ - 02553 ?m
z DATE, 23JANm__ R06ERT M. CHILES, P.E.
NG1NE,`�� JOB N0. __ 99776_ ENGINEERS AND CONSULTANTS
M.
RT CH���c`�•
''�i,„ _,���` SCALES _ � __ea __ NEW KERN, NORTH CAROLINA

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CANOE LANDING AND NATURE WATCH
at
GUM THICKET
tar
WEYERHAEUSER REAL ESTATE COMPANY
PAMLICO COUNTY NORTH CAROUNA
➢ATEt_23JAN01_= IROBERT M. CHILES, P.E.
JOB ND. 99176_ ENGINEERS AND CONSULTANTS
SCALE- __l_=60_ NEW BERN. NORTH CAROLJNA

+5
SECTION AT INLET BULKHEAD
+10 ABOVE MSL LANCING
5' 'MAL< I GANCWgy
GRASS
WA.�R LEVEL FLOATING =CK EL 0.0 MSL
EAD +0.5 14-11
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u
TYPICAL SECTICN AT MARINA
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NA7ER LZVEL 0.0 %A.S.L
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BROAD CREEK q'rQRE PRQ7C7iQN
9) INLCT
TYPICAL MARINA SECTICNS
AT
GUM THICXET
FCR
WRECO
PAMLICO COUNTY NCRTH CARCLNA
DATE 3-15-10
ROGERT NI. CHILES, P.E.
.,Cg .40.
99176
ENGINEERS ANO CONSULTANTS
sr�. F.
Wns.
NEW SIERN. NCRTH CARCUNA

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
August 17, 2001
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Weyerhauser Real Estate Company
c/o Ed Mitchell
233 Middle Street, Suite 214
New Bern, NC 28562
Dear Sirs:
Ate_ I ±2
RCDENR
This letter is in response to your application request under the Coastal Area
Management Act (CAMA) to develop the Gum Thicket marina and residential
development project in Pamlico County. Processing of the permit application,
which was received by the Division of Coastal Management's Morehead City
office on March 30, 2001 is ongoing. However, it has been determined that
additional information will be required prior to the Division taking final action on
your application. This item is summarized below:
1) It is the policy of this Division that, prior to taking final action on a project
of this nature, a stormwater management plan for the proposed
development must be approved by the Division of Water Quality. It is our
understanding that this approval has not yet been received for this project.
Therefore, it is necessary that processing of your permit application be
placed in abeyance until such time as a stormwater management plan for
the proposed project is issued by the Division of Water Quality, and a
copy of the approval supplied to this office.
As required by T15A:07J.0204(d), during the pendency of any termination
of processing, the permit processing period will not run. Upon receipt of by this
office of the requested information, the Division of Coastal Management will
resume processing of the application at the point where it was terminated. If you
have any questions concerning this matter, please feel free to contact me at (919)
733-2293.
Sincerely,
Doug uggett "
Major Permits Coordinatc
pll"sr 0(.5fr.1,4
(ccan GurFr)
,qn (ef-/n e-dey
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50-A RECYCLED / 10% POST CONSUMER PAPER

cc: Scott Jones, DCM — Morehead City
Bill Moore, DWQ — Washington
Roanoke Properties, Ltd.

■ Complete items 1, 2, and 3. Alsc'complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
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or on the front if space permits.
nmcle Addressed to:
Sohn liRon
x
Mc rri f NG Zg55
A. Received ease Print Clearly) I B..�ate of
D. Is delress d,Mferent from item 17 lw ' ft
If YES, a delive address below: ❑ No
a(oS drtsucll GQn C
3. Service Type
❑ Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for March
❑ Insured Mail ❑ C.O.D.
4:- Restricted Delivery? IEWM Fee) ❑ Yes
PS Form 3811 • July 1999 Domes is Return Receipt

UNITED STATES POSTAL SERVICE �w =NG
• Sender: Please print your name, address, and ZIP+4 in this box
wrl'.
�has-�eaC
cd AA 14che t 1
Z33 M i dd I c Sira+15W-k Z l4
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item 4 if Restricted Delivery is desired.
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1. Article Addressed to:
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s a"`kfa. M
C. a
Xzo
D. Is delivery address different fro
If YES, enter delivery address
Ms.-Bavbara V. Muse- L�
zfoq �500+h `P;# S-
?i ((.1 Iv Z79 n9 3. Ser/e Type
CertfMail ❑
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r.......,. I Domestic Return

-rAL SERVICE
Pease print
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box
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Pem , IVC 285(ed
1111111„1,1i J 1111111Inn Jl 1111 111111111111 Ili 111 I I!IJiIli

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item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
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or on the front if space pemtits.
A. Received by (Please Fj
I. Article Addressed to:
deliv re:
D. I YES, en deli
Mr. ase ph L . you��rqq�
P.c�
Z.5e2 Ord-�ard G�<-
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Certifred Mail
❑ Registered
❑ Insured Mail
4. ResMcted Deliv�
2. Article Number (Copy from service label)
P- n.�.
399 Domestic Return Receipt

SERVICE I I I II I FFirstSCa
7Fe, Mail
e print your name, address, and ZIP+4 in this box
Ott' -Rgac (S�- G .
6d M;+-ch'lM
AiddLP- Skree+ 2.14-
�M, Nc 2-BS(.n0

et e hams t, 2, and 3.. ,,.. complete
ken. f Restricted Delivery is desired.
■ Print ywr name and address on the reverse
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A. Rece by (Please.
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If YES, enter delivery
1 2.
IVCDOT
Aaron her *
2.09 Sam Gler'bumie 2d 3rRestrict1d
'
Newr t � KG � �
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4
199 Domestic Return Receipt

SERVICE 111111
First -Class Mail
Postage &Fees Paid
' USPS
Permit No. G-10
print your name, address, and ZIP+4 in this box

Division of Coastal Management
Application Processing Notes
Applicant: rr 7� c f�i b4&&&
Application Type: �9 MAJOR MOD MINOR MOD RENEWAL TRANSFER
Permit Coordinator:
Field Representative:
Deadline: 75 day:
Date/rime
�i, —)--o/
t,j4-01
JQnPS
150 day:
applicable)
Message
C.1led To"s s S
✓ 40n I6 LvPR'br-[w
pwa -,vwJ s�,.n,P.
,�•,,� HR IrNK �Fi°"^
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North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Mollitt, Director
June 13, 2001
MR JOHN M DOUGHTY
C/O WEYERHAEUSER REAL ESTATE CO
233 MIDDLE STREET
SUITE 214
NEW BERN NC 28560
Dear Sir:
This letter is with reference to your application for a Coastal Area Management Act Major
Development and state dredge and fill permit to carry out construction on property located adjacent to the
confluence of the Neuse River and Broad Creek off SR1317 (Orchard Creek Road), in Pamlico County.
However, processing of the application is nearing completion, additional time is needed for this office to
complete the review and make a decision on your request. Therefore, it is necessary that the standard review
time be extended. An additional 75 days is provided by G.S. 113A-122(c) which would make August 25,
2001 the new deadline for reaching a decision on your request. However, we expect to take action prior to that
time and will do so as soon as possible. In the interim, if you have any question on the status of your
application, do not hesitate to contact this office.
DH/aw
Very sincerely,
Doug Huggett
Major Permits/Consistency Coordinator
cc: Ed Brooks
DCM—Wilmington
Ed Mitchell
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

DCM%
DWQ%
Development Type
FEE
14300 1601 435100093 1625 6253
243001602 435100095 2341
I. Private, noncommercial
development that does not Involve
$250
100% ($250)
0% ($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or
$400
100% ($400)
0% ($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C. or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality
$250
100% ($250)
0 % ($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality
$400
100% ($400)
0% ($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60% ($240)
40 % ($160)
written DWQ concurrence is needed
because of concems related to writer
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301(see attached)
$400
60%($240)
40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
$475
60%($285)
4D%($190)
than one acre of wetlands and/or
-
open water areas:

It
(2)
IN REPLY REFER TO
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
December 3, 2001
Action ID No. 200110668 and State Permit No. -01
S�
Weyerhaeuser Real Estate Company
C/O Mr. Ed Mitchell
233 Middle Street, Suite 214
New Bern, North Carolina 28560
Dear Mr. Mitchell:
i•As w..t Ctt � ."a .,-.
Reference your application for a Department of the Army (DA) permit to install a 600 home
site subdivision and roadway system, a 400 slip marina and boatramp, a 1,900 foot access canal
and channel, 11,300 linear feet of shoreline stabilization, and three nature docks, on a 1,324 acre
tract of land owned by the Weyerhaeuser Real Estate Company, located off State Road 1317,
adjacent to the Neuse River and Broad Creek, near the Town of Oriental, in Pamlico County,
North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of General Permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan. Failure
to comply with the State authorization or conditions of the general permit could result in civil
and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for any
other reason, plans revised to show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the authorization modified.

RECEIVED
JAN 11 2001
DN• OF CA �`L� rieAW
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
�9"
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
r. Doug Huggett
ivision of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

-3-
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of Coastal Management
Hestron Plaza H, 151-B Highway 24
Morehead City, North Carolina 28557

_fir r r rr �r I
At Cfflm Am 25n
.del• 90-452-000>
9wed2 ,&t
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V Yt9"..A
YW-0g-
October 3, 2000
Mr. Milt Rhodes
North Carolina Division of Water Quality
1617 Mail Services Center
Raleigh, NC 27699-1617
(RECEIVE®
OCT 0 6 2000
COASTAL MANAGEMENT
RE: Gum Thicket — Dissolved Oxygen Modeling & Response to DWQ Comments
Dear Mr. Rhodes:
gal& M
T—Y . or— 9-A
3805 947A&u!//e ..Avenue
9i4lmlmW" Iff 2W.1
I am forwarding the following information in response to recent comments provided by the NC
Division of Water Quality during review of the Environmental Assessment (EA) for the proposed
Gum Thicket residential subdivision and upland basin marina. Much of the information pertains
to ambient water quality data and its use for predicted dissolved oxygen (DO) modeling within
the basin and its entrance channel.
One concern of the Division related to the appropriateness of the ambient water quality data used
in the marina DO models. According to your letter, staff from the Intensive Survey Unit of the
Division's Environmental Sciences Branch questioned the use of Piney Point water quality data
for modeling predicted DO concentrations of the proposed marina basin and entrance channel.
Specifically stated, "it is the staffs opinion that ambient data from Station #180 is unacceptable
as the basis for the design of the Gum Thicket marina basin due to its location."
During project design and preliminary modeling, the applicant decided to use ambient data from
Station 4180 at Piney Point for two reasons: (1) the relative proximity of this water quality station
to the location of the proposed marina entry channel, and (2) the comprehensiveness of the data
set during periods of reduced DO levels correlating with increased water temperatures and
increased biological oxygen demand (i.e. representing `worst -case' scenarios during hot, stagnant
summer months). While the Piney Point station is located at the mouth of Broad Creek (thus
subjected more readily to physiochemical influences of Pamlico Sound), it was the belief of the
applicant that the physiography of Broad Creek lends itself to rather favorable flushing conditions
at the location of the proposed marina entry channel. Therefore, ambient water quality would be

expected to be relatively homogeneous between the two locations.
To document ambient data at the proposed site and to provide a means for data extrapolation, DO
levels were measured in Broad Creek (near the proposed entrance channel) by staff of Land
Management Group (LMG, Inc.) during September and October of 1999. The DO levels
recorded in Broad Creek proved to be comparable to those values recorded by the state at Station
#180. Since ambient data at Piney Point was available through the Neuse River Rapid Response
Team for each month of the summer of 1999 (weekly measurements recorded from May through
August), the applicant believes that this would be a more reliable data set for modeling purposes.
In light of recent comments (letter dated August 4, 2000) regarding the project EA, the applicant
requested additional data from the recommended Bay River Station (located north of Broad Creek
in a separate creek system). Data from this station are limited. Ambient water quality parameters
are measured monthly rather than weekly since this station is not part of the collaborative
Modeling and Monitoring Project. In addition, data were collected only three times during the
requested period (May through October 1999) due to inclement weather and other sampling
difficulties. Based on the location of this station and the paucity of data, the applicant believes
that these data may not accurately reflect ambient conditions in Broad Creek.
Nonetheless, all available data (from Piney Point, Broad Creek, and Bay River during 1999) were
gathered and comparative analyses conducted to determine relative appropriateness of each data
set. The Bay River and Piney Point data were analyzed during the three corresponding time
periods (on or near June 30, July 29, and October 28) in which data were available. The readings
were evaluated at three depths: surface, mid, and bottom. During these times, Piney Point DO
readings averaged 0.71 mg/L less than the Bay River readings at all three depths (refer to Table
1). Similarly, Piney Point DO readings during September and October averaged 0.26 mg/L lower
and 0.36 mg/L higher (refer to Tables 2 and 3), respectively, than DO levels recorded in Broad
Creek (near the mouth of Paris Creek).
This analysis demonstrates that DO readings are comparable between stations (refer to Figure 1)
and that the use of data collected at the Piney Point Station during the summer of 1999 actually
represents the most conservative (i.e. `worst -case') scenario for modeling purposes. Based upon
DWQ's comments, the model was run with available data from all three areas (Piney Point,
Broad Creek, and Bay River). The mean DO concentrations for Piney Point, Broad Creek, and
Bay River stations were 6.78 mg1L, 6.7 mg1L, and 7.6 mg/L, respectively. The three mean DO
concentrations were inserted into each model run. Other parameters of the model were based on
conservative (i.e. `worst -case') conditions, including high in situ sediment oxygen demand (SOD)
(2.31 ghn2/day), no boat activity (0 boat hours/day), a low reaeration coefficient (0.3/day) and
limited tidal amplitude (0.5 ft.). In all three runs, the predicted DO level for the marina basin
exceeds the 5.0 mg/L water quality standard (refer to Models 1, 2, and 3).
Based upon the state -recommended water quality model, the proposed marina design will
promote DO levels to exceed the 5.0 mg/L standard. Therefore, it is our opinion that additional
sampling and/or modeling is not necessary. Data from three different stations have been
evaluated and used for modeling purposes.
Questions were also raised as to the design of the upland basin marina and its entrance channel.
Specifically, your office has recommended exploring the opportunity to use two outlets to
facilitate flushing. From the inception of the project, various configurations of the basin and
channel were designed and subsequently tested through the DO modeling program. Numerous

design constraints, including predicted DO levels and potential nursery/wetland impacts, have led
the applicant to the current design. One of the early iterations of the design included a flow -
through basin (utilizing two outlets). However, this option was determined to be unfavorable
based upon unavoidable impacts to nursery areas, coastal marsh, freshwater wetlands, and
shellfish resources (another outlet would automatically result in a second shellfish closure). The
current path of the entrance channel is the only area in which water access can be achieved
without directly impacting coastal marsh and 404 wetlands. Indeed, the multiple adverse
environmental impacts associated with a secondary outlet seemed to outweigh the benefit of
potentially higher DO levels in the marina basin. Other design considerations have been
incorporated to enhance flushing: (1) an elevation gradient from the interior of the basin to the
outlet, (2) a southwest/northeast orientation coinciding with prevailing summer winds, and (3) a
relatively wide basin (demonstrated to provide better flushing than a `long basin').
Many of these issues have been presented to, and discussed with, various agency representatives
(including DWQ and Neuse River Rapid Response Team stag) during previous meetings. Based
upon agency consultation and comments, the current upland basin design has been determined to
be the most environmentally sensitive option. A single, large basin will confine boating traffic to
a regulated space away from coastal marsh and nursery areas. The upland basin as designed is
certainly favorable to hundreds of single-family piers and associated adverse environmental
impacts (including but not limited to, unconfined boat traffic/disturbance in and around nursery
areas).
If you would like additional information or have additional concerns regarding the marina design
and the model runs, please do not hesitate to contact either myself or Rob Moul at (910) 452-
0001. Perhaps we can arrange for a meeting if you wish to discuss this issue in greater detail.
Thank you in advance for your assistance in this matter.
Sincerely,
Christian Preziosi
Environmental Scientist
Encl.
cc: V�foug Huggett, Division of Coastal Management
Jay Sauber, Division of Water Quality
Ed Mitchell, Weyerhaeuser Real Estate Company

TABLE 1: COMPARATIVE ANALYSIS - AMBIENT WATER QUALITY DATA
BAY RIVER VS. PINEY POINT (JUNE, JULY, AND OCTOBER 1999)
DEPTH
DO (mg/L)
DEPTH
DO (mg/L)
a DO (mg/L)
BAY RIVER
Surface
7.2
PINEY POINT
Surface
7.2
0
6130
Mid
7.1
7/1
Mid
6.9
-0.2
Bottom
6.4
Bottom
6
-0.4
Surface
7.4
Surface
7.7
0.3
7/29
Mid
7.1
7/27
Mid
7.6
0.5
Bottom
4.3
Bottom
1.4
-2.9
Surface
9.8
Surface
8.72
-1.08
10/28
Mid
9.7
10/25
Mid
8.48
-1.22
Bottom
9.6
Bottom
8.24
-1.36
ave A DOPP (mg/L)
-0.71

TABLE 2: COMPARATIVE ANALYSIS -AMBIENT WATER QUALITY DATA
BROAD CREEK (LMG STATIONS) VS. PINEY POINT (SEPTEMBER 1999)
DEPTH (m)l
DO (mg/L)
DEPTH (m)
DO (mg/L)
A DO (mg/L)
LMG 1
Surface
6.8
PINEY POINT
Surface
6.44
-0.36
0.6
5.9
0.5
6.16
0.26
1.2
5.9
1
6.02
0.12
LMG 2
Surface
6.8
Surface
6.44
-0.36
0.9
6.4
1
6.02
-0.38
1.8
4.8
2
4.55
-0.25
LMG 3
Surface
7.5
Surface
6.44
-1.06
1.2
5.5
1
6.02
0.52
2.4
3.1
2.4
4.15
1.05
LMG 4
Surface
7.8
Surface
6.44
-1.36
0.9
7.4
1
6.02
-1.38
1.8
5.6
2
4.55
-1.05
LMG 5
Surface
7.8
Surface
6.44
-1.36
1.4
6.8
1.5
5.67
-1.13
2.7
3.6
3
3.9
0.3
LMG 6
Surface
7.4
Surface
6.44
-0.96
1.2
6.5
1
6.02
-0.48
2.4
4.3
2.4
4.15
-0.15
LMG 7
Surface
7.2
Surface
6.44
-0.76
0.8
5.7
1
6.16
0.46
1.5
2.8
1.5
5.67
2.87
ave A DOPP (mg/L)
-0.26
Depths represent surface, mid, and bottom water column
z Depths correspond to LMG Station depths (i.e. do not represent mid and bottom depths)

TABLE 3: COMPARATIVE ANALYSIS - AMBIENT WATER QUALITY DATA
BROAD CREEK (LMG STATIONS) VS. PINEY POINT (OCTOBER 1999)
DEPTH (m)
DO. (mg/L)
DEPTH (m)
DO (mg/L)
A DO (mg/L)
LMG 1
Surface
7.5
PINEY POINT
Surface
8.17
0.67
0.3
7.3
0.5
8.18
0.88
0:6
7
1
8.12
1.12
LMG 2
Surface
7.9
Surface
8.17
0.27
0.8
7.8
1
8.12
0.32
1.4
7.5
1.5
8.2
0.7
LMG 3
Surface
8.8
Surface
8.17
-0.63
1.1
8.1
1
8.12
0.02
2.1
8.1
2
8.15
0.05
LMG 4
Surface
7.6
Surface
8.17
0.57
1.1
7.1
1
8.12
1.02
2.1
7.1
2
8.15
1.05
LMG 6
Surface
8.3
Surface
8.17
-0.13
1.5
8.3
1.5
8.2
-0.1
3
8
3
7.64
-0.36
ave A DOPP (mg/L)
0.36
Depths represent surface, mid, and bottom water column
2 Depths correspond to LMG Station depths (i.e. do not represent mid and bottom depths)

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I ICI I I I 1` 11 lal Iail I

MODELI
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Gum Thicket
AVG CHANNEL DEPTH(FT)= 8
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 104000
MARINA SURFACE AREA (FT**2)= 1142000
TIDAL AMPLITUDE(FT)= .5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 2.31
AMBIENT DO (MG/L)= 6.78
SATURATION DO (MG/L)= 7.85
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.816262
5.037865
217
5.991133
5.046278
218
6.107347
5.055638
219
6.15486
5.060505
z20
6.13772
5.057095
221
6.026122
5.053571
222
5.861026
5.049657
223
5.70063
5.045185
224
5.583802
5.040142
225
5.52138
5.034692
226
5.509806
5.029136
227
5.626511
5.027868
DOCAVG
(MG/L)= 5-839354
DOMAVG
(MG/L)= 5.051005
228
5.81317
5.031661
229
5.988686
5.040202
230
6.105338
5.049688
231
6.153065
5.054662
232
6.135944
5.051324
233
6.024016
5.047871
234
5.858393
5.044029
235
5.697492
5.039628
236
5.580323
5.034654
237
5.51776
5.029272
238
5.506235
5.023784
239
5.623347
5.022597
DOCAVG (MG/L)= 5.836126
DOMP.VG (MG/L)= 5.044286

MODEL 2
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Gum Thicket
AVG CHANNEL DEPTH(FT)= 8
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 104000
MARINA SURFACE AREA (FT**2)= 1142000
TIDAL AMPLITUDE(FT)= .5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 2.31
AMBIENT DO (MG/L)= 6.7
SATURATION DO (MG/L)= 8.350001
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
6.000718
5.435555
217
6.127692
5.441757
218
6.212254
5.448811
219
6.247067
5.452719
220
6.235037
5.450656
221
6.154397
5.448462
222
6.034802
5.445862
223
5.918448
5.442688
224
5.833547
5.438926
225
5.788008
5.434741
226
5.779334
5.430434
227
5.863688
5.429291
DOCAVG (MG/L)= 6.017975
DOMAVG (MG/L)= 5.445262
228
5.998922
5.431952
229
6.12627
5.438229
230
6.211087
5.445356
231
6.246024
5.449325
232
6.234005
5.447304
233
6.153173
5.445153
234
6.033272
5.442595
235
5.916626
5.439461
236
5.831527
5.43574
237
5.785906
5.431595
238
5.777261
5.427327
239
5.861852
5.426231
DOCAVG (MG/L)= 6.0161
DOMAVG (MG/L)= 5.441358

MODEL 3
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Gum Thicket
AVG CHANNEL DEPTH(FT)= 8
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 104000
MARINA SURFACE AREA (FT**2)= 1142000
TIDAL AMPLITUDE(FT)= .5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 2.31
AMBIENT DO (MG/L)= 7.6
SATURATION DO (MG/L)= 7.65
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
6.157996
4.991364
217
6.419852
5.004211
218
6.593602
5.018163
219
6.664373
5.02517
220
6.638339
5.019701
221
6.470902
5.014144
222
6.223551
5.008223
223
5.983543
5.001769
224
5.809104
4.994769
225
5.716384
4.987386
226
5.699909
4.979923
227
5.875223
4.978782
DOMAVG
(MG/L)= 6.19079
DOMAVG
(MG/L)= 5.008353
228
6.154816
4.984977
229
6.417335
4.997955
230
6.591535
5.012038
231
6.662527
5.019153
232
6.636509
5.013759
233
6.468731
5.008277
234
6.220838
5.00243
235
5.98031
4.996048
236
5.805519
4.98912
237
5.712656
4.981807
238
5.696232
4.974414
239
5.871969
4.973357
DOMAVG (MG/L)= 6.187467
DOMAVG (MG/L)= 5.001435

Michael F. Easley
Governor
Y
r William G. Ross Jr., Secretary
—4 Department 4 Environment and Natural Resources
Y
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
DIVISION OF WATER QUALITY
November 8, 2001 ►4 _ s.���1�
NOV 1 4 2001
COAST ' MANA' _'RENT
Weyerhaeuser Real Estate Company
Attn: Mr. Ed Mitchell
119 Middle Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7010503
Gum Thicket Marina and
Residential Development
Low Density Stormwater Project
Pamlico County
Dear: Mr. Mitchell:
The Washington Regional Office received the completed
Stormwater Application for the subject project on October 24, 2001.
Staff review of the plans and specifications has determined'that
the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7010503 dated November 8, 2001 to Weyerhaeuser Real
Estate Company.
This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as
specified therein.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the.form
of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mall Washington, NC 27889 252-946-6481 (Telephone) 252-946-9215 (Fax)

Weyerhaeuser Real Estate Company
November 8, 2001
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 946-
6481, extension 264.
Sincerely,
yA-sy.__-
im ulligan.
Water Quality Regional Supervisor
Washington Regional Office
cc: l�obert M. Chiles
oug Huggett - DCM, Raleigh
Pamlico County Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7010503
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Weyerhaeuser Real Estate Company
Pamlico County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater rules") and the approved
stormwater management plans and specifications, and other
supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit for
grass swales and vegetated buffers to serve the Gum Thicket
Residential Development located near Oriental, NC.
This Permit shall be effective from the date of issuance until
rescinded and shall be subject to the following specific conditions
and limitations:
I. DESIGN STANDARDS
1. The following criteria are approved as meeting the stormwater
rules for this project:
a. The total project area is 1327 acres. Single family
residential portion is 508.8 acres.
b. Total impervious area proposed for single family
residential development, including roads, is 96.06 acres.
C. Total number of single family residential lots is 459.
d. Allowable built -upon area must be consistent with
proposed restrictions submitted in the application by the
permittee.
3

2. The overall tract built -upon area percentage or lot sizes for
the project must be maintained at levels at least as
stringent as the low density levels specified in the
stormwater rules.
3. The development must demonstrate that no areas within the
project site are of such high density that stormwater runoff
threatens water quality. In this regard, several areas have
been identified during the review process as potential high
density pockets that will require engineered stormwater
control measures. These areas include the Marina Villages
consisting of 5 distinct residential areas, the Marina Service
Areas, and the Orchard Creek Road Future Commercial site.
4. Approved plans and specifications for projects covered by this -
permit are incorporated by reference and are enforceable parts
of the permit.
5. The only runoff conveyance systems allowed will be vegetated
conveyances such as swales with minimum side slopes of 3:1
(H:V) or curb outlet systems as defined in the stormwater
rules and approved by the Division.
6. No piping shall be allowed'except:
a. That minimum amount necessary to direct runoff beneath an
impervious surface such as a road
b. That minimum amount needed under driveways to provide
access to lots.
7. Projects covered by this permit will maintain a minimum 30
foot wide vegetative buffer between all impervious areas and
surface waters. In addition, projects in the Neuse River.
Basin must comply with the Neuse Riparian Buffer Rules.
B. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
9. Deed restrictions are incorporated into this permit by
reference and must be recorded with the Office of Register of
Deeds. A copy of the recorded restrictions must be received
by this Office within 30 days of the date of recording.
Recorded deed restrictions must include, as a minimum, the
following statements related to stormwater management:
4

4
a. A statement of the allowable built -upon area per lot in
the following form:
"The allowable built -upon area shall not exceed the
square footage listed in attachments, inclusive of that
portion of the right-of-way between the front lot line
and the edge of the pavement, structures, pavement,
walkways of brick, stone, slate, not including wood
decking."
b. Items related to stormwater management must remain in the
deed restriction, and this is to be indicated by
including the following: "The covenants pertaining to
stormwater regulations may not be changed or deleted
without concurrence of the State."
C. To assure that vegetated conveyances are not piped (in
accordance with item 5) deed restrictions must indicate
that: "Filling in or piping of any vegetative
conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is
strictly prohibited by any persons."
10. The Engineer/Owner/Developer/Permittee must certify in writing
that the project's stormwater controls, and impervious
surfaces have been constructed within substantial intent of
the approved plans and specifications.
11. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Change of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area.
f. Those areas identified in the application and Part I,
Item 3 of this permit, will require engineered stormwater
controls. The permittee shall submit an application for
these stormwater systems prior to any development in
these specific areas.
In addition, the Director may determine that other
revisions to the project should require a modification to
the permit.

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A u,(a)
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT Revised 10.17-2001
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
NOTE: LOTS NOT SEQUENTIALLY NUMBERED
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
Al
74,358
1.71
6,000
8.07
1B,590
A2
60,709
1.39
6,000
9.88
15,177
A3
57,000
1.31
6,000
10.53
14,250
A4
117,242
2.69
6,000
5.12
29,311
A5
66,895
1.54
6,000
8.97
16,724
A6
66,105
1.52
5,000
T56
16,526
A7
52,848
1.21
6,000
11.35
13,212
A8
26,059
0.60
5,000
19.19
6,515
A9
53,995
1.24
6,000
11.11
13,499
A10
74,526
1.71
6,000
8.05
18,632
All
53,306
1.22
6,000
11.26
13,327
Al2
34,585
0.79
6,000
17.35
8,646
A13
42,832
0.98
6,000
14.01
10,708
A14
40,575
0.93
6,000
14.79
10,144
A15
40,158
0.92
6,000
14.94
10,040
A16
81,923
1.88
7,000
8.54
20,481
A17
49,344
1.13
6,000
12.1
112,336
A18
58,647
1.35
6,000
10.23
14,662
A19
49,595
1.14
6,000
12.10
12,399
A20
39,869
0.92
6,000
15.05
9,967
A21
59,192
1.36
6,000
10.14
14,798
A22
43,884
1.01
7,000
15.95
10,971
A23
40,479
0.93
7,000
17.29
10,120
A24
38,885
0.89
7,000
18.00
9,721
A25
47,442
1.09
7,000
14.75
11,861
A26
52,336
1.20
7,000
13.38
13,084
A27
53,075
1.22
7,000
13.19
13,269
A28
39,414
0.90
6,000
15.22
9,854
A29
66,397
1.52
7,000
10.54
16,599
A30
48,681
1.12
6,000
12.33
12,170
A31
39,524
0.91
7,000
17.71
g,881
A32
80,210
1.84
7,000
8.73
20,053
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 7 S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A u4a)
Reviscd 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SO. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A33
71,657
1.65
7,000
9.77
17,914
A34
109,897
2.52
7,000
6.37
27,474
A35
51,002
1.17
7,000
13.73
12,751
A36
68,222
1.57
7,000
10.26
17,056
A37
85,145
1.95
7,000
8.22
21,286
A38
38,054
0.87
6,000
15.77
9,514
A39
37,030
0.85
6,000
16.20
9,258
A40
41,508
0.95
6,000
14.46
10,377
A41
53,559
1.23
6,000
11.20
13,390
A42
64,124
1.47
6,000
9.36
16,031
A43
43,382
1.00
6,000
13.83
10,846
A44
38,867
0.89
6,000
15.44
9,717
A45
54,712
1.26
7,000
12.79
13,678
A46
37,580
0.B6
7,000
18.63
9,395
A47
39,521
0.91
6,000
15.18
9,880
A48
35,384
0.81
6,000
16.96
8,846
A49
35,586
0.82
6,000
16.86
8,897
A50
37,904
0.87
6,000
15.83
9,476
A51
53,417
1.23
6,000
11.23
13,354
A52
68,225
1.57
7,000
10.26
17,056
A53
62,331
1.43
7,000
11.23
15,583
A54
72,765
1.67
7,000
9.62
18,191
A55
57,794
1.33
7,000
12.11
14,449
A56
90,266
2.07
7,000
7.75
22,567
A57
140,680
3.23
7,000
4.98
35,170
A58
58,435
1.34
7,000
11.98
14,609
A59
99,474
2.28
7,000
7.04
24,869
A60
47,384
1.09
7,000
14.77
11,846
A61
121,257
2.78
7,000
5.77
30,314
A62
56,763
1.30
7,000
12.33
14,191
A63
50,528
1.16
7,000
13.85
12,632
A64
31,274
0.72
6,000
19.19
7,819
A65
73,842
1.70
7,000
9.48
18,461
A66
32,505
0.75
6.000
18.46
8,126
RMC 99176 GUM TFUCKET LOW DENSITY STORMWATER 8 S.F. RESIDENRAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
{ LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
'= a ROBERT M. CHILES, P.E. ATTACHMENT A z4(a)
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT Revised Ian -zoos
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS,
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
r-i
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A67
34,699
0.80
6,000
17.29
8,675
A68
61,754
1.42
6,000
9.72
15,439
A69
70,455
1.62
6,000
8.52
17,614
A70
53,826
1.24
5,500
10.22
13,457
A71
44,485
1.02
6,000
13.49
11,121
A72
65,561
1.48
7,000
10.68
16,390
A73
58,802
1.35
7,000
11.90
14,701
A74
60,556
1.39
7,000
11.56
15,139
A75
38,018
0.87
6,000
15.78
9,505
A76
30,455
0.70
6,000
19.70
7,614
A77
28,566
0.66
6,000
21.00
7,142
A78
49,576
1.14
7,000
14.12
12,394
A79
90,990
2.09
7,000
7.69
22,748
A80
52,382
1.20
7,000
13.36
13,096
A81
29,638
0.68
6,000
20.24
7,410
A82
42,830
0.98
6,000
14.01
10,708
A83
34,249
0.79
6,000
17.52
8,562
A84
42,221
0.97
6,000
14.21
10,555
A85
30,302
0.70
5,000
16.50
7,576
A86
43,512
1.00
6,000
13.79
10,878
A87
86,539
1.99
7,000
8.09
21,635
A88
48,628
1.12
7,000
14.40
12,157
A89 1
54,162
1.24
7,000
12.92
13,541
A90
52,068
1.20
7,000
13.44
13,017
A91
37,852
0.87
7,000
18.49
9,463
A92
46,473
1.07
7,000
15.06
11,618
A93
63,768
1.46
7,000
10.98
15,942
A94
41,365
0.95
7,000
16.92
10,341
A95
60,674
1.39
7,000
11.54
15,169
A96
50,278
1.15
7,000
13.92
12,570
A97
44,964
1.03
7,000
15.57
11,241
A98
40,313
0.93
6,000
14.88
10,078
A99
47,653
1.09
7,000
14.69
11,913
A100
80,773
1.85
6,000
7.43 1
20,193
RMC 99176 GUM TWCKET LOW DENSITY STORMWATER 9 S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A t,(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS,
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( ^/, )
25 % OF
LOT AREA
(SQ. FT,)
A101
46,548
1.07
7,000
15.04
11,637
A102
88.116
2.02
7,000
7.94
22,029
A103
45,171
1.04
7,000
15.50
11,293
A104
47,465
1.09
7,000
14.75
11,866
A105
26,868
0.62
6,000
22.33
6,717
A106
42,016
0.96
6,000
14.28
10,504
A107
38,285
0.88
6,000
15.67
9,571
A108
56,459
1.30
6,000
10.63
14,115
A109
40,734
0.94
6,000
14.73
10,184
A110
31,262
0.72
5,000
15.99
7,816
A111
47,499
1.09
6,000
12.63
11,875
A112
83,975
1.93
7,000
8.34
20,994
A113
74,627
1.71
7,000
9.38
18,657
A114
51,818
1.19
7,000
13.51
12,955
A115
46,837
1.08
7,000
14.95
11,709
A116
63,948
1.47
7,000
10.95
15,987
A117
63,443
1.46
7,000
11.03
15,861
A118
57,001
1.31
7,000
12.28
14,250
A119
66,907
1.54
7,000
10.46
16,727
A120
43,702
1.00
7,000
16.02
10,926
A121
75,981
1.74
7,000
9.21
18,995
A122
54,835
1.26
7,000
12.77
13,709
A123
60,316
1.38
7,000
11.61
15,079
A124
64,064
1.47
7,000
10.93
16,016
A125
42,802
0.98
7,000
16.35
10,701
A126
48,230
1.11
7,000
14.51
12,058
A127
54,291
1.25
7,000
12.89
13,573
A128
76,738
1.76
7,000
9.12
19,185
A129
59,703
1.37
7,000
11.72
14,926
A130
47,014
1.08
7,000ffi
11,754
A131
39,009
0.90
6,000
9,752
A132
39,306
0.90
6,000
9,827
A133
61,543
1.41
7,00015,386
A134
38,707
0.89
6,000
9,677
RMC 99176 GUM THICKET LOW DENSMY STORMWATER 10 S.F. RESIDENTIAL LOTS 07-13-01

E:a
STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUPPLEMENT
ROBERT M. CHILES, P.E.
APPLICATION
FORM SWU -104 (REV 3.99)
ATTACHMENT A "-(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SO. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A135
44,453
1.02
7,000
15.75
11,113
A136
38,270
0.88
6,000
15.68
9,568
A137
26,524
0.61
6,000
22.62
6,631
A138
41,274
0.95
6,000
14.54
10,319
A139
60,084
1.38
6,000
9.99
15,021
A140
42,783
0.98
7,000
16.36
10,696
A141
49,209
1.13
7,000
14.23
12,302
A142
31,746
0.73
6,000
18.90
7,937
A143
62,932
1.44
7,000
11.12
15,733
A144
51,933
1.19
7,000
13.48
12,983
A145
53,696
1.23
7,000
13.04
13,424
A146
39,349
0.90
7,000
17.79
9,837
A147
42,636
0.98
7,000
16.42
10,659
A148
48,987
1.12
7,000
14.29
12,247
A149
40,130
0.92
7,000
17.44
10,033
A150
29,250
0.67
6,000
20.51
7,313
A151
48,054
1.10
7,000
14.57
12,014
A152
51,071
1.17
7,000
13.71
12,768
A153
47,553
1.09
7,000
14.72
11,888
A154
40,821
0.94
6,000
14.70
10,205
A155
43,917
1.01
6,000
13.66
10,979
A156
40,268
0.92
6,000
14.90
10,067
A157
55,805
1.28
7,000
12.54
13,951
A158
80,360
1.84
7,000
8.71
20,090
A159
71,952
1.65
7,000
9,73
17,988
A160
65,364
1.50
7,000
10.71
16,341
A161
48,609
1.12
7,000
14.40
12,152
A162
40,049
0.92
7,000
17.48
10,012
A163
42,368
0.97
7,000
16.52
10,592
A164
83,391
1.91
7,000
8.39
20,848
A165
67,710
1.55
7,000
10.34
16,928
A166
33,025
0.76
6,000
18.17
8,256
A167
49,800
1.14
6,000
12.05
12,450
A168
58,288
1.34
6,000
10.29
14,572
RMC 99176 GUM TIRCKET LOW DENSFIY STORMWATER II
S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M CHILES, P.E. ATTACHMENT A za(a)
Reviud 10-17-2D01
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
(%)
25 % OF
LOT AREA
(SQ. FT.)
A169
98,105
2.25
7,000
7.14
24,526
A170
139,259
3.20
7,000
5.03
34,815
A192
145,200
3.33
7,000
4.82
36,300
A193
105,475
2.42
7,000
6.64
26,369
A194
90,093
2.07
7,000
7.77
22,523
A195
43,540
1.00
7,000
16.08
10,885
A196
55,327
1.27
6,000
10.84
13,832
A197
39,566
0.91
6,000
15.16
9,892
A198
49,568
1.14
6,000
12.10
12,392
A199
43,113
0.99
6,000
13.92
10,778
A200
35,068
0.81
6,000
17.11
8,767
A201
47,202
1.08
6,000
12.71
11,801
A202
50,946
1.17
6,000
11.78
12,737
A203
58,248
1.34
6,000
10.30
14,562
A204
27,430
0.63
6,000
21.87
6,858
A205
35,108
0.81
6,000
17.09
8,777
A206
23,435
0.54
5,000
21.34
5,859
A207
29,342
0.67
5,000
17.04
7,336
A208
21,798
0.50
5,000
22.94
5,450
A209
38,958
0.89
5,000
12.83
9,740
A210
36,199
0.83
5,000
13.81
9,050
A211
25,529
0.59
4,000
15.67
6,382
A212
27,691
0.64
4,500
16.25
6,923
A213
37,144
0.85
5,000
13.46
9,286
A214
41,190
0.95
5,000
12.14
10,298
A215
22,026
0.51
4,500
20.43
5,507
A216
36,973
0.85
5,000
13.52
9,243
A217
42,157
0.97
5,000
11.86
10,539
A218
37,553
0.86
5,000
13.31
9,388
A219
33,853
0.78
5,000
14.77
8,463
A220
79,557
1.83
5,000
6.28
19,889
A221
47,519
1.09
5,000
10.52
11,880
A222
48,605
1.12
5,000
10.29
12,151
A223
37,377
0.86
5,000
13.38
9,344
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 12 SF. RESIDENTIAL LOTS 07-13-01

_ STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A a(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
71 WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A224
32,280
0.74
5,000
15.49
8,070
A225
39,217
0.90
5,000
12.75
9,804
A226
31,569
0.72
5,000
15.84
7,892
A227
45,208
1.04
5,000
11.06
11,302
A228
28,040
0.64
5,000
17.83
7,010
A229
39,058
0.90
6,000
15.36
9,765
A230
38,164
0.88
6,000
15.72
9,541
A231
82,076
1.88
6,000
7.31
20,519
A232
53,829
1.24
6,000
11.15
13,457
A233
36,610
0.84
6,000
16.39
9,153
A234
46,938
1.08
6,000
12.78
11,735
A235
28,461
0.65
5,000
17.57
7,115
A236
44,923
1.03
6,000
13.36
11,231
A237
27,921
0.64
5,000
17.91
6,980
A238
29,083
0.67
5,000
17.19
7,271
A239
43,623
1.00
5,000
11.46
10,906
A240
42,701
0.98
6,000
14.05
10,675
A241
29,000
0.67
5,000
17.24
7,250
A242
28,602
0.66
5,000
17.48
7,151
A243
31,641
0.73
5,000
15.80
7,910
A244
31,447
0.72
5,000
15.90
7,862
A245
49,257
1.13
6,000
12.18
12,314
A246
75,718
1.74
6,000
7.92
18,930
A247
56,885
1.31
6,000
10.55
14,221
A248
41,422
0.95
6,000
14.49
10,356
A249
39,263
0.90
6,000
15.28
9,816
A250
35,420
0.81
6,000
16.94
8,855
A251
48,417
1.11
6,000
12.39
12,104
A252
38,162
0.88
6,000
15.72
9,541
A253
47,933
1.10
6,000
12.52
11,983
A254
38,937
0.89
6,000
15.41
9,734
A255
45,297
1.04
6,000
13.25
11,324
A256
49,235
1.13
6,000
12.19
12,309
A257
39,420
0.90
6,000
15.22
9,855
RMC 99176 GUM TIOCF:E7 LOW DENSITY STORMWATER 13 S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A a4a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(S4 FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
(%)
25 % OF
LOT AREA
(SQ. FT.)
A258
72,295
1.66
6,000
8.30
18,074
A259
89,119
2.05
6,000
6.73
22,280
A269
46,634
1.07
6,000
12.87
11,659
A270
47,500
1.09
6,000
12.63
11,875
A271
46,470
1.07
6,000
12.91
11,618
A272
49,133
1.13
6,000
12.21
12,283
A273
43,658
1.00
6,000
13.74
10,915
A274
42,138
0.97
6,000
14.24
10,535
A275
64,541
1.48
6,000
9.30
16,135
A276
139,532
3.20
6,000
4.30
34,883
A277
130,781
3.00
6,000
4.59
32,695
A278
54,183
1.24
5,000
9.23
13,546
A279
45,147
1.04
6,000
13.29
11,287
A280
48,785
1.12
6,000
12.30
12,196
A281
47,753
1.10
6,000
12.56
11,938
A282
77,767
1.79
6,000
7.72
19,442
A283
56,211
1.29
6,000
10.67
14,053
A284
47,485
1.09
6,000
12.64
11,871
A285
43,354
1.00
6,000
13.84
10,839
A286
40,917
0.94
6,000
14.66
10,229
A287
34,018
0.78
6,000
17.64
8,505
A288
22,747
0.52
5,000
21.98
5,687
A289
29,727
0.68
5,000
16.82
7,432
A290
37,288
0.86
5,000
13.41
9,322
A291
30,253
0.69
5,000
16.53
7,563
A292
34,444
0.79
5,000
14.52
8,611
A293
36,211
0.83
5,000
13.81
9,053
A294
35,602
0.82
5,000
14.04
8,901
A295
24,713
0.57
5,000
20.23
6,178
A296
36,813
0.85
5,000
13.58
9,203
A297
74,605
1.71
6,000
8.04
18,651
A298
24,829
0.57
5,000
20.14
6,207
A299
34,819
0.80
5,000
14.36
8,705
A300
39,245
0.90
5,000
12.74
9,811
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 14 S.F. RESIDENTIAL. LOTS 07-13-01

_ STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A i&(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( °/a )
25 % OF
LOT AREA
(SQ. FT.)
A301
42,197
0.97
5,000
11.85
10,549
A302
40,196
0.92
5,000
12.44
10,049
A303
76,189
1.75
5,000
6.56
19,047
A304
41,592
0.95
4,000
9.62
10,398
A305
34,250
0.79
4,000
11.68
8,563
A306
28,447
0.65
5,000
17.58
7,112
A307
27,712
0.64
5,000
18.04
6,928
A308
65,345
1.50
5,000
7.65
16,336
A309
31,363
0.72
4,000
12.75
7,841
A310
118,205
2.71
6,000
5.08
29,551
A311
45,505
1.04
5,000
10.99
11,376
A312
63,087
1.45
6,000
9.51
15,772
A313
50,972
1.17
6,000
11.77
12,743
A314
68,652
1.58
6,000
8.74
17,163
A315
54,677
1.26
6,000
10.97
13,669
A316
114,871
2.64
5,000
4.35
28,718
A317
45,428
1.04
4,000
8.81
11,357
A318
37,248
0.86
5,000
13.42
9,312
A319
43,182
0.99
6,000
13.89
10,796
A320
60,825
1.40
6,000
9.86
15,206
A321
33,948
0.78
6,000
17.67
8,487
A322
26,774
0.61
5,000
18.67
6,694
A323
83,549
1.92
6,000
7.18
20,887
A324
98,856
2.27
6,000
6.07
24,714
A325
40,901
0.94
6,000
14.67
10,225
A326
96,586
2.22
6,000
6.21
24,147
A327
67,820
1.56
6,000
8.85
16,955
A328
70,266
1.61
6,000
8.54
17,567
A329
64,694
1.49
6,000
9.27
16,174
A330
67,456
1.55
6,000
8.89
16,864
A331
64,098
1.47
6,000
9.36
16,025
A332
46,832
1.08
6,000
12.81
11,708
A333
74,386
1.71
6,000
8.07
18,597
A334
88,412
2.03
6,000
6.79 1
22,103
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 15 S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU - 104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A uAa)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A335
130,067
2.99
6,000
4.61
32,517
A336
109,452
2.51
6,000
5.48
27,363
A337
76,972
1.77
6,000
7.80
19,243
A338
57,725
1.33
6,000
10.39
14,431
A339
42,415
0.97
6,000
14.15
10,604
A340
55,896
1.28
6,000
10.73
13,974
A341
62,492
1.43
6,000
9.60
15,623
A342
47,532
1.09
6,000
12.62
11,883
A343
54,476
1.25
6,000
11.01
13,619
A344
57,378
1.32
6,000
10.46
14,345
A345
86,505
1.99
7,000
8.09
21,626
A346
86,612
1.99
7,000
8.08
21,653
A347
56,856
1.31
7,000
12.31
14,214
A348
53,425
1.23
7,000
13.10
13,356
A349
66,203
1.52
7,000
10.57
16,551
A350
60,927
1.40
7,000
11.49
15,232
A351
57,093
1.31
7,000
12.26
14,273
A352
61,023
1.40
6,000
9.83
15,256
A353
68,853
1.58
6,000
8.71
17,213
A354
56,513
1.30
6,000
10.62
14,128
A355
50,106
1.15
6,000
11.97
12,527
A356
42,388
0.97
6,000
14.15
10,597
A357
34,376
0.79
6,000
17.45
8,594
A358
48,037
1.10
6,000
12.49
12,009
A359
41,911
0.96
6,000
14.32
10,478
A360
47,962
1.10
6,000
12.51
11,991
A361
53,330
1.22
6,000
11.25
13,333
A362
23,000
0.53
5,000
21.74
5,750
A363
30,226
0.69
6,000
19.85
7,557
A364
34,298
0.79
6,000
17.49
8,575
A365
67,832
1.56
6,000
8.85
16,958
A366
57,046
1.31
6,000
10.52
14,262
A367
55,354
1.27
6,000
10.84
13,839
A368
43,756
1.00
6,000
13.71
10,939
RMC 99176 GUM THICKET LAW DENSITY STORMW ATER 16 S.F. RESIDENTIAL LOTS 07-13-01

D.
STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A u:(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
A369
49,714
1.14
6,000
12.07
12,429
A370
78,194
1.80
6,000
7.67
19,549
A371
33,049
0.76
6,000
18.15
8,262
A372
37,115
0.85
6,000
16.17
9,279
A373
39,190
0.90
6,000
15.31
9,798
A374
70,660
1.62
6,000
8.49
17,665
A375
34,986
0.80
6,000
17.15
8,747
A376
103,180
2.37
6,000
5.82
25,795
A377
58,280
1.34
6,000
10.30
14,570
A378
43,899
1.01
6,000
13.67
10,975
A379
102,219
2.35
6,000
5.87
25,555
A380
55,475
1.27
6,000
10.82
13,869
A381
59,651
1.37
6,000
10.06
14,913
A382
55,715
1.28
6,000
10.77
13,929
A383
49,908
1.15
6,000
12.02
12,477
A384
49,746
1.14
6,000
12.06
12,437
A385
48,181
1.11
6,000
12.45
12,045
A386
29,816
0.68
6,000
20.12
7,454
A387
35,058
0.80
6,000
17.11
8,765
B1
30,268
0.69
4,000
13.22
7,567
B2
24,046
0.55
4,000
16.63
6,012
B3
17,978
0.41
4,000
22.25
4,495
S4
12,930
0.30
4,000
30.94
3,233
B5
15,771
0.36
4,000
25.36
3,943
B6
17,688
0.41
4,000
22.61
4,422
B7
16,709
0.38
4,000
23.94
4,177
B8
19,318
0.44
4,000
20.71
4,830
69
29,437
0.68
4,000
13.59
7,359
B10
27,949
0.64
4,000
14.31
6,987
B11
22,845
0.52
4,000
17.51
5,711
B12
22,574
0.52
4,000
17.72
5,644
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 17 SF. RESIDENTIAL LOTS 07-13-01

pr..
STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A u;,(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SO. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
B13
17,827
0.41
4,000
22.44
4,457
B14
16,771
0.39
4,000
23.85
4,193
B15
19,155
0.44
4,000
20.88
4,789
B16
16,753
0.38
4,000
23.88
4,188
B17
18,974
0.44
4,000
21.08
4,744
B18
14,864
0.34
4,000
26.91
3,716
B19
16,134
0.37
4,000
24.79
4,034
B20
21,188
0.49
4,000
18.88
5,297
B21
17,952
0.41
4,000
22.28
4,488
B22
15,907
0.37
4,000
25.15
3,977
B23
18,618
0.43
4,000
21.48
4,655
B24
20,081
0.46
4,000
19.92
5,020
B25
16,988
0.39
4,000
23.55
4,247
626
23,052
0.53
4,000
17.35
5,763
B27
25,002
0.57
4,000
16.00
6,251
B28
25,993
0.60
4,000
15.39
6,498
B29
31,568
0.72
4,000
12.67
7,892
B30
15,163
0.35
4,000
26.38
3,791
B31
15,350
0.35
4,000
26.06
3,838
B32
24,200
0.56
5,300
21.90
6,050
B33
28,004
0.64
5,300
18.93
7,001
B34
23,360
0.54
5,300
22.69
5,840
B35
28,708
0.66
5,300
18.46
7,177
B36
25,925
0.60
5,300
20.44
6,481
B37
22,164
0.51
5,300
23.91
5,541
B38
21,550
0.49
5,300
24.59
5,388
B39
21,302
0.49
5,300
24.88
5,326
B40
26,980
0.62
5,300
19.64
6,745
B41
44,466
1.02
6,000
13.49
11,117
B42
67,967
1.56
6,000
8.83
16,992
B43
37,190
0.85
6,000
16.13
9,298
B44
30,172
0.69
6,000
19.89
7,543
645
31,305
0.72
6,000
19.17
7,826
B46
41,538
0.95
6,000
14.44
10,385
RMC 99176 GUM nUCKET LOW DENSITY STORMWATER 18 S.F. RESmENRAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M CHILES, P.E. ATTACHMENT A La(a)
Revised 10.17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS.
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SO. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
B47
39,121
0.90
6,000
15.34
9,780
B48
34,885
0.80
6,000
17.20
8,721
B49
41,658
0.96
6,000
14.40
10,415
B50
37,127
0.85
6,000
16.16
9,282
B51
28,074
0.64
6,000
21.37
7,019
B52
28,966
0.66
6,000
20.71
7,242
B53
30,002
0.69
6,000
20.00
7,501
B54
25,198
0.58
4,000
15.87
6,300
B55
19,550
0.45
4,000
20.46
4,888
B56
20,571
0.47
4,000
19.44
5,143
B57
23,163
0.53
4,000
17.31
5,776
B58
19,200
0.44
4,000
20.83
4,800
B59
19,896
0.46
4,000
20.10
4,974
B60
18,427
0.42
4,000
21.71
4,607
B61
18,340
0.42
4,000
21.81
4,585
B62
18,980
0.44
4,000
21.07
4,745
B63
22,413
0.51
4,000
17.85
5,603
B64
22,115
0.51
4,000
18.09
5,529
B65
17,364
0.40
4,000
23.04
4,341
B66
13,847
0.32
4,000
28.89
3,462
B67
26,042
0.60
4,000
15.36
6,511
B68
29,350
0.67
4,000
13.63
7,338
B69
24,937
0.57
4,000
16.04
6,234
870
21,771
0.50
4,000
18.37
5,443
B71
20,545
0.47
4,000
19.47
5,136
872
21,866
0.50
4,000
18.29
5,467
B73
28,976
0.67
4,000
13.80
7,244
B74
24,807
0.57
4,000
16.12
6,202
B75
17,852
0.41
4,000
22.41
4,463
B76
20,890
0.48
4,000
19.15
5,223
B77
17,559
0.40
4,000
22.78
4,390
B78
18,866
0.43
4,000
21.20
4,717
B79
20,650
0.47
4,000
19.37
5,163
B80
31,206
0.72
4,000
12.82
7,802
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 19 SF. RESIDENTIAL LOTS 07-13.01

I
I
STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A uz(a)
Revised 10-17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOT
NUMBER
LOT
AREA
(SQ. FT.)
LOT
AREA
(ACRES)
TOTAL ALLOWED
IMPERVIOUS
(SQ. FT.)
PERCENT
IMPERVIOUS
( % )
25 % OF
LOT AREA
(SQ. FT.)
B81
23,465
0.54
4,000
17.05
5,866
B82
49,325
1.13
4,000
8.11
12,331
U1
60,469
1.39
7,000
11.58
15,117
U2
49,582
1.14
7,000
14.12
12,396
U3
75,081
1.72
6,000
7.99
18,770
U4
140,560
3.23
6,000
4.27
35,140
U5
66,038
1.52
6,000
9.09
16,510
U6
67,869
1.56
6,000
8.84
16,967
U7
67,869
1.56
6,000
8.84
16,967
U8
67,869
1.56
6,000
8.84
16,967
U9
72,890
1.67
6,000
8.23
18,223
U10
56,938
1.31
6,000
10.54
14,235
U11
53,568
1.23
6,000
11.20
13,392
U12
51,304
1.18
7,000
13.64
12,826
U13
47,140
1.08
7,000
14.85
11,785
U14
42,848
0.98
7,000
16.34
10,712
U15
42,848
0.98
7,000
16.34
10,712
U16
44,385
1.02
7,000
15.77
11,096
U17
43,636
1.00
7,000
16.04
10,909
U18
47,066
1.08
7,000
14.87
11,767
U19
87,128
2.00
6,000
6.89
21,782
U20
53,675
1.23
7,000
13.04
13,419
TOTAL
22,162,045
508.80
2,675,200
12.07
5,540,511
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 20 S.F. RESIDENTIAL LOTS 07-13-01

STORMWATER MANAGEMENT PERMIT APPLICATION
LOW DENSITY SUPPLEMENT FORM SWU -104 (REV 3.99)
ROBERT M. CHILES, P.E. ATTACHMENT A a4a)
-Rmised 10.17-2001
GUM THICKET MARINA AND RESIDENTIAL DEVELOPMENT
PROPOSED SINGLE FAMILY RESIDENTIAL LOTS-
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY
LOTS ONLY
TOTAL AREA OF GUM THICKET
SINGLE FAMILY RESIDENTIAL LOTS (508.80 ACRES) 22,162,045 SO FT
TOTAL ALLOWED IMPERVIOUS ON LOTS 2,676,200 SO FT
% IMPERVIOUS ( 2,675,200 / 22,162,045 ) 12.07 %
LOTS PLUS ROADWAY SURFACE
TOTAL AREA OF GUM THICKET
SINGLE FAMILY RESIDENTIAL LOTS (508.80 ACRES)
TOTAL ALLOWED IMPERVIOUS ON LOTS
TOTAL ROADWAY TRAVEL SURFACES (18- WIDTH)
% IMPERVIOUS ( 4,184,664 / 22,162,045 )
22,162,045 SO FT
2,675,200 SO FT
1,509,354 SO FT
18.88 %
RMC 99176 GUM THICKET LOW DENSITY STORMWATER 21 S.F. RESIDENTIAL LOTS 07-13-01

12. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements. The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.
II. SCMMDLE OF
1. The permittee shall comply with the following schedule for
construction and maintenance of the Low Density Option
stormwater systems:
a. Swales and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be
operational for their intended use prior to the
construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
2. The permittee shall at all times provide the operation and
maintenance necessary to operate the permitted stormwater
management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal
C. Mowing, and revegetating of
d. Immediate repair of eroded
e. Maintenance of side slopes
plans and specifications.
the side slopes
areas
in accordance with approved
3. The permittee shall submit recorded deed restrictions limiting
built -upon area per lot in accordance with Part I, item 9,
within 30 days of the date of recording.
9. The Permittee shall submit the Engineer/Owner/Designer/
Permittee Certification in accordance with Part I, item 10,
within 30 days of completion of the project.
5. The permittee shall submit all information requested by the
Director or his representative within the time frame specified
in the written information request.
6

III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to an enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until
revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance, or termination does not stay any
permit condition.
4. The issuance of this permit does not prohibit the Director
from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by
the laws, rules and regulations contained in Title 15A of the
North Carolina Administrative Code, Subchapter 2H.1000; and
North Carolina General Statute 143-215.1 et.al.
5. The permittee shall submit to the Director and shall have
received approval for revised plans, specifications, and
calculations prior to construction, for those revisions under
any of the following conditions:
a. Any additions, deletions or redesign of the previously
permitted amount of built -upon area proposed regardless
of the size of the modification.
b. Further subdivision of the project area.
6. The permit is not transferable to any person except after
notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the
permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request
must be submitted to the Division of Water Quality accompanied
by the appropriate fee, documentation from both parties
involved, and other supporting materials as may be
appropriate. The approval of this request will be considered
on its merits, and may or may not be approved.
7. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state and federal) which have jurisdiction.
7

Permit issued this the 8 th day of November, 2001_
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f�Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7010503
L•'

�eR�FMIN REPLY REFER TV
Op Of��N
c LP
TALLS Oi
Regulatory Division
Action ID No. 200110668
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889.1000
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
July 19, 2001
RECEIVED
AUG 0 g 2001
COASTAL MANAGEMENT
Reference the application of�Weyerhaeuser Real Estate Company for a Department of
the Army (DA) permit to install a 600 home site subdivision and roadway system, a 400 slip
inland marina and boatramp, a 1,900 foot access canal and channel, 11,300 feet of shoreline
stabilization, and three nature docks, on property located off State Road 1317, adjacent to the
Neuse River and Broad Creek, near the Town of Oriental, in Pamlico 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:
1. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit, including Protective�Covenants developed by the
applicant.
2. No boat dock shall be allowed to be constructed on or adjacent to any lot.
3. Conservation areas will be limited in use to foot paths, nature trails, and related types of
facilities, such as observatory stations or platforms.
4. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or

-2-
alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal or alteration.
5. An earthen plug will be left between the inland canal/basin and Broad Creek until
excavation landward of the plug has been completed. To prevent sedimentation in adjacent
waters, 24 hours will be allowed to elapse before the plug is removed.
6. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour within adequate dikes or other retaining structures to prevent spillover of solids
into any vegetated wetlands or surrounding waters.
7. No vegetated wetlands will be excavated or filled outside of the permitted areas.
8. Excavation will not exceed 9 feet below the elevation of mean low water (MEW) in the
access channel, and 8 feet below the elevation of mean low water in the canal, boat basin, and
boatramp area.
9. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands is not authorized.
10. All fill material utilized on this site will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will not be used.
11. 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.
12. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
13. 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.
14. 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.

-3-
15. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required State/Federal coordination.
17. Thirty days prior to commencing land disturbing activity, a Sedimentation/Erosion
Control Plan will be filed with the Division of Land Resources, Land Quality Section, North
Carolina Department of Natural Resources and Community Development.
The Plan must:
a. Include a scaled plat plan of the site, showing the affected areas as well as adjacent
properties which may be affected. Include contours, if available.
b. Indicate critical areas such as wetlands, creeks, streams, drainways, marsh etc.
c. Include a brief narrative describing the activities to be undertaken and a construction
schedule.
d. Indicate on the plat the measures to be utilized to prevent sediment from entering
adjacent properties, such as location of silt fences, silt basins, diversion ditches, hay barriers,
areas to be seeded, etc.
e. Include any other pertinent information directed at controlling off -site sedimentation,
slope degradation and erosion.
Note: The Plan is required whenever the proposed activity is to be undertaken on a tract
comprising more than one acre, if more than one contiguous acre is to be uncovered.

in
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

t
-5-
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of Coastal Management
Hestron Plaza II, 151-B Highway 24
Morehead City, North Carolina 28557
Commanding Officer
U.S. Coast Guard
Marine Safety Office Wilmington
272 North Front Street, Suite 500
Wilmington, North Carolina 28401-4895

C(D)
Regulatory Division
RECEIVED
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERfAAY 0 9 2001
Action ID: 1001 I 0 (; ( D
Waterway: Nw kgge (
Washington Regulatory Reld Office
P.O. Boxoo CrOASTAL MANAGEMENT
Washington, North Carolina (N 27889.100
Appffcant: IA N"P 'Mw
County: LcQ_ Work Type: RG'Aa
Mr. Ron Sechler
National Marine Fisheries Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. Garland B. Pardue
Fish and Wildlife Enhancement
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. William L. Cox, Chief
Wetlands Section -Region IV
Water Management Division
U.S.. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Gentlemen:
Mr. Doug Huggett
Division of Coastal Management
NC Department of Environment, Health
and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
fn
Regional Office
Division of Coastal Management
NC Department of Environment, Health
an Natur Reso ces
I� i .�a'LA TISI-B Z`I
J
I
Pursuant to Action ID No.198000291, the CAMA-Corps General Permit/processing
agreement, a State Field Investigation Report is enclosed. Your comments and/or
recommendations would be appreciated on or before SylnP_ 0 c)
Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Regulatory Field Office, telephone [phone], extension 23.
Sincerely,
Raleigh W. Bland, P.W.S.
Regulatory Project Manager
Enclosure

�t • ,
-2-
PFCEIUED
MAY 10 2001
COASTAL MANAGEMENT
Mr. Raleigh Bland in our Washington Regulatory Field Office. Mr. Bland is available at
telephone [phone], extension 23.
Sincerely,
LUN44
Raleigh Bland, P.W.S.
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
V Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. Garland B. Pardue
U. S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726

t
-3-
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. William L. Cox, Chief
Wetlands Section -Region IV
Water. Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889

(2)
IN REPLY REFER T1
Regulatory Division
Action ID No. 200110668
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
May 7, 2001
Weyerhaeuser Real Estate Company G m
C/O Mr. Ed Mitchell
233 Middle Street, Suite 214
New Bern, North Carolina 28560
Dear Mr. Mitchell:
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from the
State of North Carolina.
A review of your application received May 3, 2001, for Departruent of the Army authorization
to install a 600 home site subdivision and roadway system, a 400 slip inland marina and
boatramp, a 1,900 foot access canal and channel, 11,300 linear feet of shoreline stabilization,
and three nature docks, on a 1,324 acre tract of land owned by the Weyerhaeuser Real Estate
Company, located off State Road 1317, adjacent to the Neuse River and Broad Creek, near the
Town of Oriental, in Pamlico County, North Carolina, indicates it to be a candidate for Federal
authorization under this general permit. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State -Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and Section 404 of
the Clean Water Act, has been assigned Action ID No. 200110668 and will be coordinated by

r
50
RFCEIVED
MAY 10 2001
Questions or comments may be addressed to Mr. Raleigh Bland, WashinJl,0JAkMAWEMENT
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
R44 �A4
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

(2)
IN REPLY REFER TO
Regulatory Division
Action ID No. 200110668
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
May 7, 2001
Dear Mr. Domey:
�sdm �.cic�
Please reference the application of Weyerhaeuser Real Estate Company for Department
of the Army (DA) authorization and a State Water Quality Certification to install a 600 home
site subdivision and roadway system, a 400 slip inland marina and boatramp, a 1,900 foot access
canal and channel, 11,300 feet of shoreline stabilization, and three nature docks, on property
located off State Road 1317, adjacent to the Neuse River and Broad Creek, near the Town of
Oriental, in Pamlico County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be
granted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt
of a request for certification is a reasonable time for State action. Therefore, if you have not
acted on the request, or asked for an extension of time, by July 9, 2001, the District Engineer
will deem that waiver has occurred.