20060957 Ver 1_Complete File_20090612

Permit Class
NEW
1® -,- J w 115
B)
SEP 1 2 2006
JENR - WATER QUALITY
F`ETLAVD3lW ST?-,Mv,!",TER EiLg4c,,i
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
for
Permit Number
128-06
a.T5 e6 -©??l
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
I
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bethel Creek, LLC, c/o Randy Barfield, 3544 North Lakeshore Drive, Clemmons, NC 27012
Authorizing development in Perquimans County at Bethel Creek, on Snug Harbor Rd. (SR
1340). Bethel Township , as requested in the permittee's application dated 3/20/06. including the
attached workplan drawings (5), all dated 3/27/06
This permit, issued on September 8. 2006 , 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.
Archaeological Assessment
1) Prior to the initiation of any ground disturbing activities, the permittee shall arrange for a
comprehensive archaeological survey and evaluation of the entire area of approximately 148 acres.
An experienced archaeological consultant shall undertake this work. The purpose of this evaluation
shall be to identify, record, define and evaluate any archaeological sites, including" 34 PQ 15, that may
be eligible for listing on the National Register of Historic Places (NRHP); to determine whether such
sites may be adversely affected by the project activities; and if so, to develop and implement an
appropriate mitigation plan. All activities associated with the archaeological investigations shall be
conducted in close coordination with the Office of State Archaeology (OSA). Consultation with the
OSA by the consultant shall take place prior to the commencement of any archeological field work.
(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 shall 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 shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
i
Char . Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
Signature of Permittee
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Bethel Creek, LLC
ADDITIONAL CONDITIONS
Permit # 128-06
Page 2 of 5
Upland Development
2) Unless specifically altered herein, this permit authorizes only the grading and other land disturbing
activities associated with the development of the property located off Snug Harbor Rd., adjacent to
Bethel Creek, including subdivision roads and utilities, the gravel parking area and access drive, all as
expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
Docking Facility
3) Unless specifically altered herein, this permit authorizes the 6 ft. x 50 ft. access pier, the 6 ft. x 55 ft.
pier terminating in a 12 ft. x 12 ft. octagonal gazebo, the 6 ft. x 120 ft. platform, the five 2 ft. x 10 ft.
finger piers, and the 10 associated mooring pilings, all as expressly and specifically set forth in the
attached permit application and workplan drawings. No other structure, whether floating or stationary,
.shall become a permanent part of this docking facility without permit modification. No non-water
dependent uses of structures shall be conducted on, in or over public trust waters without permit
modification.
4) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking 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.
5) The authorized structures shall not extend more than '/a of the width of Bethel Creek.
6) In order to ensure compliance with Condition No. 5 of this permit, an as-built survey showing the
distance across the water body and the length of the constructed piers, and all associated structures shall
be performed on the facility, and copies of the survey shall be provided to the Division of Coastal
Management, within 60 days of completion of construction.
NOTE: Failure to provide the survey required in Condition No. 6 may result in a violation of this permit.
7) The authorized covered gazebo shall not be enclosed. Any material used on the sides shall not obstruct
view and shall be permeable to air and water. Screen or wire on the sides along with benches and knee
walls are permitted. Lattice is specifically excluded from being used under this authorization.
8) The roof of the covered gazebo shall not be designed for second story use.
9) No attempt shall 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.
Bethel Creek, LLC
ADDITIONAL CONDITIONS
Permit # 128-06
Page 3 of 5
10) The permittee shall 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.
11) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
12) The permittee shall 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. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
13) This permit authorizes a maximum of ten boat slips. At no time shall more than 10 vessels be moored or
docked at the docking facility. The restriction of the number of vessels shall apply to all marine vessel
types, including but not limited to motorboats, sailing vessels and personal watercraft.
NOTE: Any proposal to add one or more additional boat slips to the authorized 10-slip facility shall
require that the docking facility be classified as a marina, and shall therefore require a review
under the N.C. Environmental Policy Act (NCEPA).
Boat Ramp
14) Ground disturbing activities above and below the normal water line shall be limited to that absolutely
necessary to establish adequate ramp slope for the approved 12 ft. x 56 ft. boat ramp, all as specified in
the permit application and attached workplan drawings.
15) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live=concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State
Shoreline Stabilization'
16) The alignment of the permitted bulkheads and wing walls shall be staked by the permittee and approved
by a representative of the Division of Coastal Management within a maximum of 30 days prior to the
start of any construction.
17) The alignment of the approved bulkheads shall not extend', more than an average of 2 feet from the
normal water level.
18) The bulkheads shall be constructed prior to any backfilling activities.
19) The bulkheads shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
Bethel Creek, LLC Permit # 128-06
Page 4 of 5
ADDITIONAL CONDITIONS
20) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
21) The backfill material shall be clean and free of any pollutants except in trace quantities.
22) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkheads.'
Spoil Disposal
23) All excavated materials shall be confined to the area indicated on the attached workplan drawing sheet 1
of 4 dated 3/27/06behind-adequate-dikes or other retaining structures to prevent spillover of solids into
any marsh or surrounding waters. Any proposal to change the spoil disposal area may require a
modification of this permit. Contact a DCM Representative at [phone] for this determination.
Sedimentation and Erosion Control
24) A revised Erosion and Sedimentation Control Plan shall be required for this project. This plan shall 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, 943 Washington Square
Mall, Washington, NC 27889.
25) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead caps immediately following completion of backfilling activities.
Stormwater Management
26) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7051220 on 8/9/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
General
27) 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 shall 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.
28) No vegetated wetlands shall be excavated or filled, even temporarily.
x
~ Bethel Creek, LLC
ADDITIONAL CONDITIONS
Permit # 128-06
Page 5 of 5
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 water level. .
NOTE: The N.C. Division.of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3490 (DWQ Project No. 060957), which was issued on 7/27/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project. COE ORM No. SAW-
2006-32748-172.
NOTE: Should it be necessary to remove any in water woody-debris from the project site, the permittee
or the permittee's consultant should .consult with the NC Wildlife Resource Commission prior to
any debris removal for proper guidance.
reviews
Subject: reviews
From: Kyle Barnes <[e-mail]>
Date: Thu, 27 Jul 2006 17:01:18 -0400
To: Ian McMillan <[e-mail]>
First disregard my comments on Sandy Pt from 7/10/06! Change to Issue at your own
risk.
There are several on here that do not require written concurrence under GC 3490:
06-0954 Michael Sanders Pasquotank 6/12/2006 07/27/06
LAMA/MJ GC 3490: Meets conditions, No written concurrence needed
06-0957 Bethel Cr. S/D Perquimans 6/13/2006 07/27/06
LAMA/MJ GC 3490: Meets conditions, No written concurrence needed
06-0956 The Sea Vista SD Pamlico 6/13/2006 07/27/06
GC 3490: Meets conditions, No written concurrence needed
06-0977 James Bond Beaufort 6/14/2006 07/27/06
3490: Meets conditions, No written concurrence needed
06-1072 Pirates Way, LLC Dare 6/28/2006
Issue normal conditions
07/26/06
LAMA/MJ
LAMA/MJ
CAMA/MJ
GC
06-0896 Jerry East Chowan 7/27/2006 07/27/06 CAMA/MJ Hold:Request for verification
of 404 wetlands on site
i
This one was sent up around 6/21/06
06-0555 Ensign Services, Inc Pamlico 3/21/2006 06/21/06 CAMA/MJ SAV info shows no
impact, Issue with condition that Marine fisheries moritorium for construction in a
PNA fromApril 1- Oct 1.
1 of 2 7/28/2006 8:21 AM
r, r
A4
FqCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 8, 2006
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
,k9 I
JUN 1 2 2006
N
AND ST EOMMATER BRACH
WETLRW
CAMA/DREDGE & FILL Permit Application Review
Bethel Creek, LLC
West of Snug Harbor Rd (SR 1340), between Pender Rd (SR 1339) and
Creecy's Lane (SR 1345), Bethel Community, Perquimans County
Develop common area with boat ramp, bulkhead, pier, parking, gazebo
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/29/06, to 400 Commerce Avenue, Morehead City NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
i
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 DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity k Affirmative Action Employer- 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
}
1. APPLICANT'S NAME: Bethel Creek, LLC, c/o Randy Barfield
2. LOCATION OF PROJECT SITE: West of Snug Harbor Rd. (SR 1340), between Pender Rd. (SR
1339) and Creecy's Lane (SR 1345), Bethel Community, Perquimans County, adjacent to Bethel Creek
and Yeopim River.
Photo Index - 2000: 155-1804 (T-15) 1995: 155-1603 (U-12) 1989: 114-10 (Q-14)
State Plane Coordinates - X: 2,745,160 Y: 863,722 Yeopim River, NC, U.L. GPS - B020815A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 02/08/2006
Applicant's Present - Doug and Roxanne Dorman were present
5. PROCESSING PROCEDURE: Application Received Complete - June 7, 2006
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved - PTA and PTS
(C) Water Dependent - Yes
(D) Intended Use - Private Community
(E) Wastewater Treatment: Existing - None
Planned - Individual septic systems
(F) Type of Structures: Existing - None
Planned - 10-slip pier with gazebo, boat ramp, bulkhead with retaining
walls, finger pier, gravel access and parking, and roads.
(G) Estimated Annual Rate of Erosion - Less than 0.5 feet/year
Source - Applicant
7. HABITAT DESCRIPTION: (AREA)
F.XCAVATFD FILLED SHADED
Boat Ramn Piers
(A) Public Trust Waters N/A 384 sq. ft. 1,330 sq. ft.
Bulkhead
20 sq. ft.
Grading in PTS Boat Ramp Access Walkways
(B) Public Trust Shoreline (PTS) 1,831 sq. ft. 450 sq. ft. 213 sq. ft.
Bulkhead Wingwalls
20 sq. ft.
ar mg_ rg a mg Parking and Roads
(C) Uplands, outside Public Trust Shoreline -28,700 sq. ft.' 221,285 sq. ft. N/A
Spoil Site
52,500 sq. ft.
(D) Total Area Disturbed - 305,333 sq. ft. (7.01 acres)
(E) Primary Nursery Area - No
(F) Water Classification - Bethel Creek is C SW, and Yeopim River is SC Open - No

Field Investigation Report
Bethel Creek, LLC, c/o Randy Barfield
Page 2
8. PROJECT SUMMARY:
The applicant proposes to develop a common area by constructing a 12-feet wide by 56-feet long
concrete boat ramp with bulkhead stabilization and an access pier, gravel access and parking area, 10-
slip community pier with a gazebo, and subdivision roads on his property. There is no development
currently on the property.
PROJECT SETTING
The location of the proposed development site is within a 148-acre tract of timber farmland that is being
converted to a 63-lot residential subdivision with a common access area, located on the west side of Snug
Harbor Rd. (SR 1340), between Pender Rd. (SR 1339) and Creecy's Lane (SR 1345), in the Bethel
community of Perquimans County (see enclosed soil map). The development site is located on the
northern shoreline of Yeopim River and extends around the eastern shoreline of Bethel Creek, where the
common area will be located.
The property is mostly flat and wooded with a fringe of 404 wetlands along most of the shoreline with
three wetland fingers that extend at least 1,500-feet into uplands. Over 90 percent of the upland is
farmed loblolly pine (Pinus taeda), and a small field adjacent to Snug Harbor Rd. is rotated with row
crops such as corn, cotton, and soybeans. Most of the brush and snags, such as saw greenbrier (Smilax
bona-nox), were recently cleared between pines. Some deciduous trees found on the property include
American beech (Fagus grandifolia), yellow-poplar (Driodendron tulipifera),-and waxmyrtle (Morella
cerifera). Some species found in the wetlands include baldcypress (Taxodium distichum), soft rush
(Juncus effuses), pickerel weed (Pontedaria cordata), and the invasive giant cane (Arundinaria gigantea).
The majority of the uplands are Roanoke silt loam (Ro), the wetland fringe along the shoreline is Chowan
silt loam (CO), and the transitional area surrounding wetland fingers to uplands is Wahee fine sandy loam
(WaA).
Water depths adjacent to the common area range from 1-foot near shore, 5-feet within the proposed boat
slip areas, and 6-feet at waterward end of the proposed pier. The bottom within the project area is fine
sand and silt. The width of Bethel Creek along the proposed pier is approximately 137-feet.
The shoreline of the property consists mostly of low banks (0-5 feet) that rises to an elevation
approximately 9-feet above NWL along the common area. The proposed development within the
common area, along the shoreline, is located on high ground with no wetland fringe. The entire property
has an irregular shoreline that is approximately 4,500 linear feet (0.85 miles), and the common area has a
shoreline length of 340-feet (0.06 miles).' The only existing structure on the property was an abandoned,
dilapidated single family dwelling near Snug Harbor Rd., which may have had a septic system associated
with it, and was demolished in March of 2006. Both adjacent properties to the east along Yeopim River
and to the north along Bethel Creek are managed timber from the shoreline that extends inland nearly to
Snug Harbor Rd., where a transition to cultivated farm fields occurs. Southeast of the development and
across Snug Harbor Rd. and less than half a mile to the north are free ranging swine and cattle
operations.
4
Field Investigation Report
Bethel Creek, LLC, c/o Randy Barfield
Page 3
There was no observed presence of submerged aquatic vegetation or shellfish in the vicinity of the
ramp/dock site on February 8, 2006. Reviews of available information suggest that there are no known
archeological sites or geologic formations associated with the applicant's property. The waters of Bethel
Creek in this area are classified as C SW, and the waters of Yeopim River in this area are classified as
SC by the Division of Environmental Management and are closed to shellfish harvesting.
A sedimentation and erosion control plan (No. Perq-2006-010) was approved by the Division of Land
Resources for this project on January 18, 2006. A Stormwater Certification with the Division of Water
Quality was applied for on March 9, 2006.
DEVELOPMENT PROPOSAL
Individual subdivision lots vary in size from 1.23 to 4.13 acres,' with 22 of the 63 lots fronting on the
Yeopim River and Bethel Creek. In order to provide water access for the interior lots of the subdivision,
the applicant has dedicated a 2.06-acre lot along Bethel Creek for a community water access area. The
community boating access area will consist of a 12-feet wide by 56-feet long concrete boat ramp,
extending 32-feet below NWL, with 5-feet of bulkhead and 12-feet of wing wall on each side of the ramp
for stabilization. A vinyl and wood bulkhead is proposed at NWL, not to exceed average 2-feet and
maximum 5-feet waterward of NWL. Any backfill that may be required for this small section of
bulkhead will come from onsite grading and be clean, dry, and free of any pollutants. Erosion on the
property is minimal (less than 0.5-feet per year), and the adjoining shorelines are not stabilized. The
proposed 10-feet of bulkhead is primarily for stabilization of the boat ramp. - A 50!feet long by 6-feet
wide access pier (extending 33-feet waterward of NWL and 17-feet landward of NWL as an elevated
walkway) is proposed immediately adjacent to the bulkhead section to the south. The 10-slip'community
pier is proposed immediately north and adjacent to the bulkhead to the north. This proposed pier will
consist of a 17-feet long by 6-feet wide elevated walkway over upland, a 28-feet long by 6-feet wide pier
terminating to a 12-feet long by 12-feet wide octagonal gazebo, and a 120-feet long by 6-feet wide pier
running in a northernly direction with ten 15-feet long by 12-feet wide slips on the west side of the dock
paralleling the shoreline with five 10-feet long finger piers that average 2-feet in width and 10 free
standing mooring pilings. The waterward end of the proposed gazebo and mooring pilings of the
community pier will extend 6.5-feet short of being '/a width across Bethel Creek at 41-feet waterward of
NWL.
The waterward end of the proposed boat ramp will reach an existing 4.5-feet depth, while the proposed
boat slips will be located in an average 5-feet depth below NWL. The proposed gazebo and mooring
pilings will reach out the furthest into Bethel Creek at 6-feet water depth. The ramp will be poured and
hardened on high ground, then pushed into place. Siltation fence will be used along the shoreline
adjacent to excavation activity and installed prior to any ground disturbance. The bulkhead will be
installed with siltation cloth prior to any backfill activity. There are currently no adjacent piers along the
same shoreline.
The applicant proposes a circular shaped parking area to be graded and filled with gravel fill outside the
Public Trust Shoreline (PTS) AEC. Total grading of uplands for boat access drive and parking will
disturb approximately 30,550 square feet (0.70 acres). An additional 221,285 square feet (5.08 acres)
will be graded and filled for subdivision road construction outside the PTS AEC. A 150-feet long by
350-feet wide (52,500 square feet) spoil site contained by silt fence will be located approximately 700-feet
landward of NWL on lot 31 for temporary placement of excavation material from the parking and boating
Field Investigation Report
Bethel Creek, LLC, c/o Randy Barfield
Page 4
access area.
There is no request for restrooms, gasoline, sewage pumpout, or dredging with this development
proposal. The community pier structure will have 10 designated mooring slips and is setback 53-feet
from the nearest property line to the south.
ANTICIPATED IMPACTS
The proposed community pier will project approximately 41-feet into Bethel Creek, and will shade 1,330
square feet of Public Trust Waters and 213 square feet of uplands in the form of elevated walkways
within the PTS AEC.
The installation of the boat ramp will require 384 square feet of fill in PTA waters, and installation of the
bulkhead stabilization for the ramp will require up to 20 square feet of fill in PTA waters. The ramp
approach will result in 450 square feet of fill in the PTS AEC, while the bulkhead wing walls will result
in 20 square feet of fill in the PTS AEC. 1,831 square feet of excavation and grading from the 9-feet
high bank in the PTS AEC is expected for installation of the ramp and ramp approach. Approximately
28,700 square feet of excavation and gravel fill will be required in the parking area outside the PTS for
grading at the 5-feet contour with a 10:1 slope up to the 9-feet existing contour at the common area
entrance. A total of 2,410 cubic yards of high ground excavation will be required in the parking and
ramp access area. A 52,500 square feet temporary spoil site is proposed for the excavation activities,
located outside the PTS. Also located outside the PTS are the proposed subdivision roads, which will
require grading and fill of 221,285 square feet (5.08 acres).
The concrete boat ramp approach in the PTS will result in approximately 370 square feet of impervious
fill. This constitutes 0.04% impervious surface coverage within the PTS AEC of the common area.
Each boat slip will be approximately 15-feet long by 12-feet wide, and the entire mooring area will
occupy 1,800 square feet. Boating activity will increase in this area resulting in a possible increase in
water turbidity, and may result in toxicants from hull paint and maintenance products to accumulate in the
sediment near the boat slips. This will be the first pier along this shoreline. There are no expected
navigational impacts due to the pier structure.
Temporary water turbidity will occur during construction.
Submitted by: Kimberly A. Hedrick
Date: June 8, 2006
MAJOR PERMIT FEE MATRIX
Applicant: Bethel Creek, LLC
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
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 $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see

..
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
F? Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
? involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

..
?.
-:?
40
PROJECT NARRATIVE
Bethel Creek Subdivision - Common Area
`i
CAMA Major Permit - Bethel Creek, LLC
Bethel Township, Perquimans County, North Carolina
The proposed improvements are requested by Bethel Creek, LLC for improvements to
the Common Area within Bethel Creek Subdivision located on Bethel Creek and the
Yeopim River, in Bethel Township, Perquimans County, North Carolina.
The proposed improvements include the construction of acommunity boating facility
within the Common Area on the east shoreline of Bethel Creek. The Common Area
boating facility will include a concrete boat ramp with driveway and parking, 10 boat slips
with five finger piers and 10 mooring pilings, two walkways to access two docks, and a
gazebo. Also proposed is bulkhead and retaining walls to stabilize the shoreline
adjacent to the proposed boat ramp.
DETAILS OF PROPOSED IMPROVEMENTS:
(1) 12' wide, 56' concrete slab boat ramp, 24' of slab (approach) on upland extending 32'
past the normal water line (NWL) to a water depth of 45, (2) two six foot wide docks,
one on each side of the proposed boat ramp. (3) Two access walkways: six foot wide
17 foot walkway to access the south boat dock 33' in length. A six foot wide 30 foot
walkway to access the north boat dock 148' in length. North boat dock includes a (4)
gazebo (144 sf.) at the end of the (28' dock section) north boat dock. The north boat
dock (28' dock section) takes a 90 degree right turn paralleling the shoreline another 120
feet (total north dock 148' in length) to access (5) 10 boat slips with five finger piers and
10 mooring pilings. Proposed finger piers (5) will taper from two feet to three feet in
width (5 x 20 s.f. each =100 s.f.). (6) Bulkhead (6) on each side of boat ramp (10' total
bulkhead) with 12 foot retaining walls (24' total retaining walls) on either side of boat
ramp to stabilize approach into the river. The bulkheads will provide some shoreline
stabilization within the area of the boat ramp at the waterward end of the retaining wall.
Equipment utilized to construct the bulkhead, gazebo, walkways, docks and mooring
pilings will be hydraulic pumps and hand tools.
PUBLIC TRUST WATERS IMPROVEMENTS:
Two boat docks (6'x 181' (33' south dock + 148' north dock) = 1,086 s.f.), 10 boat slips
includes five finger piers (20 s.f. each = 100 s.f.) and 10 mooring (12" dia.) pilings, a boat
ramp (12' x 32 = 384 s.f. (excluding 24' approach)), a roofed gazebo (octagon shape 144
s.f.). Total shading (decking) 1,330 s.f.
Total Disturbance within 30' Buffer:
Boat ramp approach and site grading
(No 75'AEC)
1,831 s.f.
t
(Bethel Creek S/D - project narrative - pg. 2)
UPLAND DISTURBANCE & IMPROVEMENTS:
The existing common area has a maximum elevation of nine feet; the parking area and
approach to the boat ramp will be graded to an elevation of five feet. The parking area
will be graded level at the 5' contour with a 10:1 slope up to the 9' contour and entrance
to the common area. Excavator, dump trucks and front-end loaders will be used to
excavate and grade the Common Area. Excavated material (sand) will be placed in the
dump truck for transportation to Lot 30. Silt fence will be placed along the interface of
the proposed land disturbance (including excavated material) for erosion purposes.
Driveway and parking will be graded and topped with gravel (27,440 s.f.). Proposed
bulkhead with retaining walls will be constructed on both sides of the proposed boat
ramp for stabilization purposes. Bulkhead on both sides of the boat ramp proposed 5
feet in length (10 feet total for bulkhead). Retaining walls proposed at a 90degree angle,
12 feet from the bulkhead (24 feet total for retaining walls). Two access walkways
(south) 6' x 17' and (north) 6' x 30' to access (docks (south) 30' dock (north) 28' dock).
Total Upland Disturbance for proposed project:
Grading for driveway and parking area, and backfill behind bulkhead 30,550 s.f.
Field Measurements & Wetlands & Vegetation on Site:
AEC staff took water depths and measured Bethel Creek and the Yeopim River width at
the project site on February 8, 2006. AEC staff delineated Section 404 wetlands
September 2nd and 15th, 2004. AEC staff met with Tracey Wheeler, US Army Corp of
Engineers on September 15 and October 5, 2004 to approve wetland alignment. There
are no proposed impacts to Section 404 wetlands for this project. Project location was
determined by AEC when delineating wetlands, where the highground has a steep drop
off and no wetlands would be impacted by the boat ramp.
AEC met with NC Division of Coastal Management on site for pre-application purposes
on February 8, 2006. It was determined at that time there are no coastal wetlands on
site or adjacent to project.
Vegetation along the shoreline includes but is not limited to scattered Bald Cypress. The
precise location of the boat ramp was determined by DCM staff and AEC staff during the
meeting on site February 8, 2006, which eliminated impacts to mature Bald Cypress.
MITIGATIVE MEASURES:
Wetland impacts were avoided by proposing the boat ramp location within an area of a
steep drop off into Bethel Creek. To prevent navigational hazards, the distance of the
proposed docks were limited to a % width of the water body, and reflective tape will be
placed on the ends of the two proposed boat docks. Impacts were minimized by limiting
the boat slips to ten slips, to prevent an Environmental Assessment process.
CONCLUSION:
The proposed boating facility will allow access and traditional recreational boating use of
Bethel Creek and the Yeopim River for the interior lots within the 63 Lot Bethel Creek
Subdivision Community that do not have direct access to Bethel Creek and the Yoepim
River. The residential lots located directly on the river will have the option of using the
community boating facility or obtain a separate permit to construct a private pier for there
own use.
Form DCM-MP-1
a 0 E o9 s7 APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: Bethel Creek. LLC
Name Randy Barfeild
Address 3544 North Lakeshore Drive
City Clemmons State NC
Zip 27012 Day Phone see agent
Fax
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) AEC #06-000
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2, LOCATION OF PROPOSED
PROJECT
6, 23 0 cs

b. City, town, community or landmark
Bethel Township
c. Street address or secondary road number
on Snug Harbor Road SR 1340
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Yeopim 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.
Construct a boat ramp, ten boat slips, gazebo and
Parking for boat ramp
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See attached project narrative
a. County Perduimans County
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Common Area 89,573 sf (2.06
ac) Bethel Creek S/D 147.82 acres
b. Size of individual lot(s) Subdivision lots sizes vary,
1.23 - 4.13 acres
c. Approximate elevation of tract above Ml-1W or NWL
+/- 9 feet
d. Soil type(s) and texture(s) of tract
Roanoke silt loam, Wahee fine sandy loam
Dogue fine sandy loam
e. Vegetation on tract Pinus taeda, Fagus gandifolia,
liriodendron tulipifera, taxodium distichum, smilax
bona-nox Myrica cerifera, Arundinaria gigantea
f. Man-made features now on tract: None on common
area (one dilapidated residential structure assoc. w/
subdivision.
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation Transitional
Developed _ Community
X Rural Other
h. How is the tract zoned by local government?
residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
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
Are there wetlands on the site? X Yes _ No
Coastal (marsh) _ Other 404 Wetlands
Revised 03195

If yes, has a delineation been conducted?"Yes
(Attach, documentation, if available)
in. Describe existing wastewater treatment facilities.
None on common area (one passible septic tank and
Drainfield assoc w/ existing dilapidated structure
Within subdivision tract)
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Individual private wells
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the 'affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated, work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
Form DCM-MP-1
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 Blake Weston
Address 2330 22°d Street
Phone San Fransisco. CA 94110-2814 _
Name Maranatha Broadcasting; Co. Inc.
Address 300 East Rock Road
Phone Allentown, PA 18103
Name
Address
Phone
• 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 $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.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.

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 of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 20th day of March 5 2006
Print Name Douglas Dorman
Signature
Landowner or Authorised Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM -MP-2
EXCAVATION:
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-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
(MLW) 01
(NWi.1
Canal
manmade
Boat
Basin
manmade
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
N/A
N/A
N/A
32' 12' 3.0' 4.5'
NIA -------- ____--
N/A -------
N/A -------
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 2,410
2. DISPOSAL OF EXCAVATED
MATERIAL;
a. Location of disposal area
Excavated material to be used for lot 31 within
Bethel Creek Subdivision.
b. Dimensions of disposal area 350' x 150'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes; where? N/A (one time excavation)
e. Does ' the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
Revised 03/95

f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 10 linear feet
c. Average distance waterward of MHW or NWL
Proposed bulkhead alignment at the NWL
d. Maximum distance waterward of MHW or NWL
Proposed bulkhead alignment 5' max of NWL
e. Shoreline erosion during preceding 12 months
Minimal, not detectable.
(Source of
information)
f. Type of bulkhead or riprap material
Vinyl and wood
9.
Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill 0
h. Type of fill material
N/A
I. Source of fill material
N/A
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No X
If yes,
(1) Amount of material to be placed in the
water
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Area to be disturbed will
be surrounded by fence and seeded as per
erosion control permit plans indicate.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Excavator, backhoe, and bulldozer
c
Bethel Creek, LLC
Applicant or Project Name
Signa
Date
Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or structures
proposed
Community boating facility to include two
walkways, boat ramp, two retaining walls,
driveway and parking.
b. Number of lots or parcels Common area - 1 Lot (63 lots
within Bethel Creek S/D)
c. Density (give the number of residential units and the units
per acre One single family residence per lot. 63 lots
single family lots
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Common area 30,550 sf (0.70 ac.).
Subdivision roads = 5.08 ac (see attached
sheet)
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? X Yes No
If Yes, date submitted Approved 1/18/06
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt roads, Concrete boat ramp residential driveways
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. N/A

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
Environmental Management for review?
X Yes No
If yes, date submitted &n?pI; j & 3/9/06
i. Describe proposed method of sewage disposal.
Conventional on site wastewater for each single family
lot.
j. Have the facilities described in Item i. above received
state or local approval? Preliminary approval from
county health department.
(Attach appropriate documentation)
Yes, a general site evaluation has been done for the entire
parcel but individual permits for each lot have not been issued.
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Individual wells
in. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded? N/A
I
Bethel Creek LLC
Appl' t or Project Name
Signa
Date 3/20/06
ALLOWABLE LOT COVERAGE FOR E
BETHEL CREEK SUBDIVISION
MARCH 6, 2006 ; ..
TOTAL AREA OF SUBDIVISION = 6,439,018 SF (147.82 ACRES)
TOTAL AREA OF NEW ROADS = 221,088 SF (5.08 ACRES)
6,439,018 X 30% = 1,931,705 SF (44.35 ACRES) - ALLOWABLE COVERAGE
1,931,705.00 - 221,088.00 =1,710,617.00
1,710,617.00 SF / 6,439,018.00 SF = 26.56% ALLOWABLE COVERAGE PER LOT
Form DCM-MP-4
STRUCTURES'"!
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e. Mooring buoys N/A

Form DCM-MP-1. Be sure to complete all other sections of the (1) Commercial _ Private _ Community
,
Joint Application which relate to this proposed project. (2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
a. Dock(s) and/or Pier(s) N/A
(1) Commercial Private _ Community -X-
(2) Number 3
(3) Length 33', 28', 120' (4) Width of water body N/A
(4) Width 6' (5) Distance buoy(s) to be placed beyond shoreline
(5) Finger Yes X No- N/A
Piers
(i) Number 5
(ii) Length 10' f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width 3' max (1) Commercial X Community Private
(6) Platform(s) X Yes No (2) Number 10'
(i) Number 1 (3) Length 30'
(ii) Length 12' (4) Width 12"
(iii) Width 12'
(7) Number of slips proposed 10 g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian property N/A
lines 53' and 134'
(9) Width of water body 178' at narrow point of Yeopim
River.
(10) Water depth at waterward end of pier at MLW or
NWL -4.5'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
Applicant of Project Name
C. Groin (e.g. wood, sheetpile, etc.) N/A Bethel Creek Subdivision
(1) Number N/A _ ?-
(2) Length N/A Signatur
d. Breakwater (e.g. wood, sheetpile, etc.) i
(1) Length N/A Date 3/20/06
(2) Average distance from MHW, NWL, or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
11
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GAZEBO SIDE VIES'
GAZEBO DETAILS
N.T.S.
COMMUNITY BOAT RAMP, -:BOAT SLIPS A.ND GAZEBO
BETHEL.. CREEK SUBDIVISION.
- MOUIMANS COUNTY NORTH. cARouw?:
4Z4#)V ,&Wt 0#41ENVL LONSU? LRNZS, LLC
GRAPHIC SCALE I"- NTS P.d. 81 1' kw Amr lim, N.C.. PY4W
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FILE: DATE: 3/77/08 REVISED:
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GAZEBO END VIEW

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LZAEff F=1
St-EEr 1 OF 4
COMMUNITY BOAT RAMP, BOAT SLIPS, AND GAZEBO
BETHEL CREEK SUBDIVISION
HERTFORD - PERQUIMANS COUNTY - NORTH CAROLINA
ATLANT/C ENV11f0NMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 400' P.O. BOX 3266, K/TTY H,4` X N. C. 27949
[phone] email f-ordorfnan@,7ol.com
DATE: 3/27/06 REVISED: FILE: 04-067 DRAWN BY: DOUG D
e'-IC71IT Y W"'
jugUMJM LO IDCASMW C. n=
BASE MAP TAKEN FROM SURVEY P%Vy3Vp?p3 BY
PALL J. TOTI LAND SURVEYM &AT®12/3/05
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LOT 404 WETLAND UNE DEUNEATED BY 1 r ` 1 /
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22 ATLANTIC ENVIRONMENTAL CONSULTANTS, U.C
CONFIRMED BY THE USACE ON 9/15/04
LOT
23 AL
SHEET 2 OF 4 \ , !
COMMUNITY BOAT RAMP, BOAT SLIPS, AND GAZEBO
BETHEL CREEK SUBDIVISION
HERTFORD - PERQUIMANS COUNTY - NORTH CAROLINA
ATLANT/C ENV/RONMENT4L CONSULTANTS, LLC
GRAPHIC SCALE 1 = 60' A0. BOX .T266, K/TTY 114 fiK, N. C. 27949
[phone], a mail no rdorman®aol com
DATE: 3/27/06 REVISED: FILE: 04-067A DRAWN BY. DOUG D
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NYVL:---S' OF` BULKHEAD WILL f
EXTENDED...-FROM..RETAINING YrALL TO _,? •,,<A \,
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NOTE: :. . ,
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PARKING AREA TO BE GRADED DOWN TO
5' CONTOUR. SIDE SLOPES TO BE GRADED /
AL AT 10:1 SLOPE TO THE EXISTING CONTOURS
AL
AL 404 WETLAND UNE DELINEATED BY

ATLANTIC ENNiRONMENTAL CONSULTANTS, U_C
\ CONFlRMED BY THE USACE ON 9/15/04
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A
SHEET 3 OF 4

LEGEND: \
EXISTING CONTOUR LINES
- - EXISTING 404 WETLAND LINE
-8--- PROPOSED CONTOUR LINES

?COM M U N ITY BOAT RAMP, BOAT SLIPS, AND GAZEBO
BETHEL CR EK SUBDIVISION
HERTFORD - PERQUIMANS \COUNTY - NORTH CAROLINA
GRAPHIC SCE E 1 30'
DATE: 3/27/06 \ REVISED: REVISED:
AVANT/C ENV/RONMENT.4Z CONSUZTANTS. ZZC
. P. O. 90X 3266, K/TTY H4IYA, N. C. 27949
?15 261-7707, email roxdoman69aol. com
FILE: 04-067A. DRAWN BY: DOUG D
PROPOSED PIER
- W. -
nt
•, I`. v y
PROPOSED PIER PROPOSED PIER
c• 6•
"x8'x10• WHALER
.TER CLOTH
5Q" BOLT
GALVANIZED
LAPPED
AND GROOVE
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
TYPICAL RETINAING WALL CROSS SECTION
N.T.S.
SHEET 4 OF 4
zz8'?a
FCd3
CKING 0.40 CCA
or
ADIUS EDGE
TYPICAL PIER CROSS SECTION
N.T.S.
COMMUNITY BOAT RAMP, BOAT SLIPS, AND GAZEBO
BETHEL CREEK SUBDIVISION
HERTFORD - PERQUIMANS COUNTY - NORTH CAROLINA
AUN Y ZN?/RONXN- 74Z CONSULT NS, ZZC
GRAPHIC SCALE 1 = N TS P.O. BOX 3266, K/TTY 1141Y/( N.C. 27949
[phone], e-rnai/ roxdorman®ao%com
DATE: 3/27/06 REVISED: REVISED: FILE: 04-067A DRAWN BY. DOUG D
I- V
RETIANING WALL BOAT RAIbiP CROSS SECTION A-A RE11ANING WALL
N.T.S.
??- ?-- -I ---