20061672 Ver 1_COMPLETE FILE_20061020

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
December 6, 2006
Mr. David Timpy
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office Zd? ?p
P. O. Box 1890
Wilmington, North Carolina 28402-1890

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Subject: Action ID: SAW-2006-41173-016, Robin Comer for Sunset Cove Subdivision, LLC,
Carteret County, NC
Dear Mr. Timpy:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject
Public Notice (PN), dated October 26, 2006. The applicant, Robin Comer for Sunset Cove
Subdivision, has applied for a Department of the Army (DA) permit to construct a pier and boat
ramp in association with a proposed 18-lot subdivision. The proposed work is being considered
under Regional General Permit #198000291, a permit/processing agreement for work that has
been approved pursuant to the North Carolina Coastal Area Management Act (LAMA). These
comments are submitted in accordance with the Fish and Wildlife Coordination Act (FWCA) (48
Stat. 401, as amended; 16 U.S.C. 661-6674). Comments related to the FWCA are to be used in
your determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public
interest review (33 CFR 320.4) in relation to the protection of fish and wildlife resources.
Additional comments are provided regarding the District Engineer's determination of project
impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as amended (16
U.S.C. 1531-1543).
Project Area, Proposed Activities, and Anticipated Impacts
The project area, proposed work, and anticipated impacts are discussed in the Field Investigation
Report (FIR), dated October 10, 2006, of the North Carolina Division of Coastal Management
(NCDCM). The project area is on the mainland of Carteret County adjacent to White Oak River,
southeast of the Town of Stella. The 16.72-acre tract contains vegetated uplands with a 15-foot-
wide fringe of coastal wetlands along the White Oak River. The area of the river is classified as
SA waters by the North Carolina Division of Water Quality (NCDWQ), but the area is not
designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine
Fisheries. The area is closed for shellfish harvcsting. The FIR states that shellfish resources and
submerged aquatic vegetation do not appear to be present in the project area.

The applicant proposes to subdivide the tract into 18 residential lots. As amenities to the
subdivision, the applicant proposes to construct a 275-foot pier with five finger piers and a T-
platform. Water depths at the waterward end of the pier are approximately four feet at normal
low water (NLW). The applicant would also construct an elevated boat ramp and excavate 180
cubic yards of shallow bottoms to improve water depths. The excavation would increase water
depths for one to three feet at NLW.
2
The FIR states that excavation would impact 2,925 square feet (ft) of estuarine bottoms.
Construction of an access road to the docking facility would result in the fill and disturbance of
950 ftz and 420 ft2, respectively, of,fi'eshwater, or 404 wetlands. The proposed pier would shade
90 ft2 of coastal wetlands while the elevated portion of the ramp would shade 225 ft'`. impacts to
open water of the White Oak River would include the shading and incorporation of 2,680 ft'` and
6,875 ftz, respectively.
The PN does not provide a plan of compensatory wetland mitigation. Furthermore, the PN does
not discuss any protective measures fur the approximately wetlands on the tract which would not
be impacted by the activities discussed.
Federally Protected Species
The Service has reviewed available inforniation on federally-threatened or endangered species
known to occur in Carteret County. We have also reviewed information from the North Carolina
Natural Heritage Program (NCNHP) database which contains excellent data on the special status
species, both federal and state. This database can be accessed by topographic quadrangle (quad)
of the U. S. Geological Survey (USGS). Data from USGS quads provide the most project-
specific information on species which should be considered in permitting this project. The
project area is located in the Swansboro quad. The occurrence data of special status species
within these quads can be obtained on the Internet at < httJ?:Uwww.ncsLu'ks.ncdnhp/quad.hUnl_ %.
Our review indicates that the only federally listed species likely to occur near the project area is
the West Indian manatee (Trichechus munutus), a federally-endangered mammal. There is a
current record for this species in the Swansboro quad. The shallow waters of the project area
may provide suitable habitat for manatees that move along the Atlantic Coast during summer
months and are seasonal transients in North Carolina, primarily li'om June through October.
Manatees may use water as shallow as one meter (3.3 feet) deep. The species moves extensively
when in North Carolina waters and past occurrence records cannot be used to precisely
determine the likelihood that it will be presence at a particular Construction site.
While existing water depths in the proposed exaction area (- 1 foot NLW) would preclude
manatee, the proposed excavation with a backhoe and the placement of pilings for the pier, T-
platform, and finger piers may pose a risk to manatees. To protect manatees in North Carolina,
the Service developed guidelines entitled "Precautions for General Construction in Areas Which
May Be Used by the West Indlall Manatee In North Carolina.' These gLlldellnes address all
types of in-water construction, except blasting, and should produce little, if any, additional
expense. The guidelines are intended mainly to ensure that: (1) construction personnCI are
informed that manatees may oCCI??' In the work area, (2) work should cease if a manatee

3
approaches the work area; and (3) work should not resume until the manatee leaves the work
area. They also include procedures for reporting the death or injury of a manatee. These
guidelines are available on our web site at < http://nc-
es fws gov/mammal/lllanatec 9uidclines.jldf The risk to manatees could be reduced to an
acceptable level by the implementation of the Service's guidelines. The risk would be further
reduced by perlornling the work during the period of November through May.
With the inclusion of'our manatee guidelines, the Service would concur with a determination by
the District Engineer that the action is not likely to adversely affect species designated as
threatened, endangered, or their designated critical habitat. The Corps' requirements pursuant to
section 7 of the E:SA would be fulfilled. However, the Corps must reconsider its obligations
under section 7 if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner which was not considered in this review; or, (3) a new
species is listed or critical habitat determined that may be affected by the identified action.
Service Concerns and Recommendations
The Service is concerned that Evening Drive and Morning Court would use a curb and gutter
design rather than grassy drainage swales. While the current design appears to have stornlwatcr
management features, the quality of the water draining from the subdivision to White Oak River
would be enhanced by the use of grassy drainage swales. We recommend that Such swales be
considered in place of the Curb and gutter design.
The Service is concerned that the River Access Road and the enlarged terminus at the boat ramp
would infringe on, and require fill of Ireshwatcr wetlands. Site plan indicate that a slight
eastward movement of this road would CIImInatC these 1111paCtS. We recommend that the
applicant consider a realignment of tlhc I-Oad alld terminus area to avoid these wetland impacts.
The Service is concerned that additional wetland losses could occur within the subdivision as
individual homes are constructed. The Service recommends that. after all measures for greater
avoidance and nlininlization have been fully considered, the wetlands which would not be
impacted should be protected by a permanent conservation casement which would be noted in
the deed of each lot within the subdivision. The conservation easement should follow the Corps'
model conservation casement that call be seen at ?
httl? //www.saw.usace.armZmil/VV1=,'I'LANDSiM_iti(,ation/Documents/conscrvation'?'(,2Ocascmcnt
'%o20r8-03.pdf'>. The easement conditions should include all the prohibited and restricted
activities given in Article 11, including the prohibition (Iten1 B) on constructing piers, landing,
docks, or any other temporary or permanent structure or facility. Item I prohibits grading, filling,
excavation, dredging, and other activities within the casement area. The conditions of the
conservation casement should be noted in the decd For each lot. Such a conservation easement
would eliminate OLu'concerns about SCCOndary Cnvironnlcntal impacts.
Overall, the Service recognizes the relatively small nature OfthC wetland impacts associated with
this developnlciit. As noted we do bel1CVC additional Consideration should be given to
eliminating the curb and gutter design to improve water quality, realigning River Access Road to
4
eliminate wetland fill, and the future protection of wetlands on the site which would not be
impacted by the development currently proposed. With due consideration of these issues and
reasonable measures to protect the manatee, the Service does not believe the activities described
in the PN and FIR would have significant adverse and/or irreversible effects on fish and wildlife
resources and we would have no objection, from the standpoint of fish and wildlife under our
jurisdiction, to the issuance of a DA permit for the proposed activities.
We appreciate the opportunity to comment on this permit application. If you have questions
regarding these comments or wish to discuss the development of the coordinated federal
position, please contact Howard I fall at 919-856-4520, ext. 27 or by e-mail at <
howard_hall u? f ws.gov >.
Si eerely ?
Pete BLIamin
Field Supervisor
cc:
Ron Sechler, National Marine Fisheries Service, Beaufort, NC
Doug Huggett, NC Division of Coastal Management, Morehead City, NC
Maria Tripp, NC Wildlife Resources Commission, Washington, NC
John Donley, NC Division of Water (duality, Raleigh, NC
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NCDENR
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
October 18, 2006
MEMORANDUM:
TO: Linda Lewis
Noel Lutheran
Division of Water Quality
FROM
SUBJECT
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
77.1
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Dr
Wr')(p LNR - VVAf
IJDS AND Kniq
CAMA/DREDGE & FILL Permit Application Review
Robin Comer - Sunset Cove S/D
Carteret County: Adj. to White Oak River, Wetherington Landing Rd.
(NCSRI 101), Stella
Proposed Project: The applicant is proposing an 18-lot subdivision with all infrastructure with a 275'
pier w% a "T" head and 5 finger piers creating 10 slips, a boat ramp, and excavation
around pier and ramp removing 180 cy improving water depths.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 08, 2006. If you have any questions regarding the proposed project, please contact Ryan
Davenport at [phone]. When appropriate, in-depth comments with supporting data are requested.
?L.l??'
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.
his agencv objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 1 10% Post Consumer Paper
0? WA7F9
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 15, 2006
Robin Comer
Alan W. Klimek, P.T. Director
Division of Water Quality
DWQ Project # 061672
Carteret County
322 C-Woods Farm Road IS NOT
Cape Carteret, NC 28584
Subject Property: Sunset Cove Subdivision 303d Listed Wa Approval of 401 Water Quality Certification wvth Additional Conditions
PERMIT
Dear Mr. Comer:
You have our approval, in accordance with the attached conditions and those listed below, permanently
fill 950 sq feet (0.02ac) of 404/401 wetlands and temporarily disturb 420 sq. ft (0.001 ac) of 404/401
wetlands for the construction of a cul de sac. Permanently fill 525 sq ft (0.01 ac) of shallow bottom open
water for a boat ramp and 2925 sq ft (0.07 ac) of shallow bottom open water for dredging around the dock
and ramp, as described within your application dated October 18, 2006. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number 3400
(WQC 3400). The Certification allows you to use the CAMA Major Permit when issued by the Division
of Coastal Management. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
401/401 wetlands 950 (square feet) permanent
420 square feet) temporarily Sheet 2 of 9
Sheet 6 of 9
Coastal Wetlands N/A (square feet
Open Water (Shallow
bottom IIabitat 2925 square feet (dredged)
525 s ft filled Sheet 3 of 9 sealed 10/9/06
Buffers N/A (square feet)
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Servicel-877-623-6748
FAX [phone] Internet: ww at
+v.nc?yergualiy lg
NCDENR
Page Two
Robin Comer
DWQ Project # 061672
December 15, 2006
Stormwater
Additional site-specific stormwater management requirements may be added to this Certification
at DWQ's discretion on a case by case basis for projects that have or are anticipated to have
impervious cover of greater than 30 percent. Site-specific stormwater management shall be
designed to remove 85% TSS according to the latest version of DWQ's Stormwater Best
Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource Waters,
post-construction, on-site stormwater management shall be required as appropriate and as
outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007, respectively, in addition to that
required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by case
basis by the Division of Water Quality. Approval of stormwater management plans by the
Division of Water Quality's other existing state stormwater programs including appropriate local
programs are sufficient to satisfy this Condition as long as the stormwater management plans
meet or exceed the design requirements specified in this condition. This condition applies unless
more stringent requirements are in effect from other state water quality programs. Unless
specified otherwise in the approval letter, the final, written Stormwater management plan shall be
approved in writing by the Division of Water Quality's Wetlands Unit before the impacts
specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless otherwise
explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site, the
facilities (as approved by the Wetlands Unit) shall be constructed and operational, and the
stormwater management plan (as approved by the Wetlands Unit) shall be implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
3. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
Page Three
Robin Comer
DWQ Project # 061672
December 15, 2006
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erasion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
6. 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 the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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 150B of'
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
W
Page Four
Robin Comer
DWQ Project # 061672
December 15, 2006
This letter completes the review of the Division of Water Quality (DWQ) Permit # 061672 under Section
401 of the Clean Water Act. If you have any questions, please telephone Joanne Steenhuis or Noelle
Lutheran-Winstead in the DWQ Wilmington Regional Office at 910-796-7215 or Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
Enclosures: WQC 3400
Certificate of Completion
cc: Kathy B. Vinson - Consultant
Dave Timpy - USACE Wilmington Regulatory Field Office
Trish Murphey - NC DMF
Ian McMillan - DWQ 401 Oversight Unit, Raleigh
Doug Huggett - CAMA Morehead
Ryan Davenport - CAMA Morehead
Linda Lewis - Stormwater Wilmington
WiRO
Central Files
Sunset Cove
Subject: Sunset Cove
From: Joanne Steenhuis <[e-mail]>
Date: Fri, 15 Dec 2006 17:34:31 -0500
To: Ian McMillan <[e-mail]>, "David L. Timpy"
<[e-mail]. miI>, Doug Huggett <[e-mail]>, Ryan
Davenport <Ryan. Davenport@ncmail. net>
The following CAMA project has been issued as of 12/15/06
1) Sunset Cove/ Robin Comer - Carteret County DWQ# 061672 - a GC 3400 was issued
1 of 1 12/18/2006 8:23 AM
1p 0 6 1 6 7 2
NCDENR
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
October 18, 2006
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
303d
D
0 f; T 2 0 ZOOS
", ww&ai "
CAMA/DREDGE & FILL Permit Application Review
Robin Comer - Sunset Cove S/D
Carteret County: Adj. to White Oak River, Wetherington Landing Rd.
(NCSR 1101), Stella
Proposed Project: The applicant is proposing an 18-lot subdivision with all infrastructure with a 275'
pier w/ a "T" head and 5 finger piers creating 10 slips, a boat ramp, and excavation
around pier and ramp removing 180 cy improving water depths.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 08, 2006. If you have any questions regarding the proposed project, please contact Ryan
Davenport at [phone]. 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. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity1 Affirmative Action Employer -50% Recycled 1 10% Post Consumer Paper
%
Development Type FEE 14300 1601 4351000931625 6253 243001602 435100 95 2341
1. Private, non-commercial
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 +r
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. 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:
Iil(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 concerns related to water
quality or aquatic life:
mmmmmmommomm?
D). If General Water Quality Mail
rtification No. 3301 (see attached) $400 60%($240) 40%($160)
n not be applied:
. For development that Involves
[
e filling and/or excavation of more $475 60%($285) 40%($190)
one acre of wetlands and/or
than
en water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Robin Comer-Sunset Cove Subdivision
2.
LOCATION OF PROJECT SI'Z'E: Wetherington Landing Rd. (NCSR 1 101) near Stella, Carteret County
adjacent to the White Oak River
Photo Index - 2000: 37-470 grid (Q 17,18,19)(R 17,18,19)(S 17,18,19)
2006: 37-6508 grid (F6,7,8)(E7,8,9)(G6,7,8)(D7,8,9)
State Plane Coordinates - X:2564323.153 Y:372675.270 Rover # J090717A
34°45'33.51644N 77°07' 1.5..57299W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 2006, September 7, 2006
Was-Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received - 10/9/06
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County, NC 1996
Land Classification From LUP - Rural with Services / Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - On-site Septic
(F) Type of Structures: Existing - None
Planned - Dock, Boat Ramp, Retaining Walls, S/D Infrastructure
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED QTHEB
(A) Vegetated Wetlands N/A 950ft2 filled 315 ft2
420ft2 disturbed Shaded
(404 Wetlands)
(B) Open Water 2,925ft2 525ft2 6,875 ft2Incorp.
2,680 ft2 Shaded
(C) High Ground N/A 126,585 ft2 N/A
Graded
(D)Total Area Disturbed: 138,595ft2
(E)Primary Nursery Area: No
(F)Water Classification: SA Open: No
PROJECT SUMMARY: The applicant is proposing an 18 lot subdivision (Sunset Cove) with all infrastructure
adjacent to the White Oak River near Stella. As an amenity to the subdivision the applicant is proposing a 275' pier
and an elevated boat ramp. The pier would have a "T" platform and 5 finger piers creating a total of 10 slips.
Proposed excavation around the pier and ramp would remove 180 yd3 in order to improve water depths.
Field Investigation Report:
Sunset Cove
Page 02
---------------------------
9 Narrative Description:
The Sunset Cove project is located on Wetherington Landing Road (SR l 101) near Stella in Carteret County.
N.C. Hwy. 58 lies a few miles to the east of the site. The site is identifiable, by an abandoned house on a high
bluff just before White Oak Bluffs subdivision. The White Oak River borders the site to the west.
Sunset Cove is 16.72 acres in its entirety and varies from 0' to 34' in elevation above NHW. The high ground
portion of the site is vegetated with.various upland grasses, mature Live Oaks and a tree fringe along the
waterfront. A strip of Section 404 Wetlands that is approximately 100' wide runs parallel to the shoreline and
into the property near the east side. The shoreline has a 15' wide fringe of coastal marsh that is both irregularly
and regularly flooded. High marsh species include Cattail (Typha spp.), Black Needle Rush Quncus
roemarianus), Salt Meadow Grass (Spagina patens) and Bullrush (Scirpus spp.). The regularly flooded low
marsh has patches of Smooth Cordgrass (SSpartina alterniflora). The shoreline on the north west side of the
proposed project is similar in nature and undeveloped. White. Oak Bluffs subdivision is south east of the
proposed project and has a series of private docks.
This section of the White Oak River is not a Primary Nursery Area as designated by the Division of Marine
Fisheries and the Division of Water Quality classifies it as SA waters. The area in which the proposed project
would take place is closed to the taking of shellfish. Carteret County's Land Use Plan dated 1996 classifies
this area as Rural with Services and Conservation within the AFC's. The Division of Land Resources
approved the sedimentation and erosion control plan (CA-2006166) on 12/22/05. The NCDOT driveway
permit (D-2205104) was approved 12/06/05. There are no shellfish leases in the area. The substrate in the
area is mainly sand and mud. It did not appear that shellfish resources or SAV's were present.
10. Proiect Description:
The applicant is proposing an 18 lot subdivision (Sunset Cove) along with associated roads, drainage features
and stabilization measures. As an amenity to the park the applicant is proposing a 275' pier and an elevated
boat ramp. The pier would have a "T" platform and 5 finger piers creating a total of 10 slips. Proposed
excavation around the pier and ramp would remove 180 yd3 in order to improve water depths.
The high ground portion of this project would create 18 lots while disturbing a total of 126,585 ft2 for lot
preparation and infrastructure. Three roads (510', 490'&140' respectively) leading to cul-de-sacs would be
constructed along with 10 parking slips that are 10'X40' each for a total parking lot size of 135'X35'. Each
road would be 20' wide with a 40' R.O.W. and each cul-de-sac would have a 70' diameter. Utilities would be
placed in the road R.O.W. Road shoulders would have a 1":1' slope and road ditches would have a 3:1 slope.
The cul-de-sac leading to the water would involve the filling of 950ft2 of Section 404 Wetlands. This cul-de-
sac would be stabilized with a 530' retaining wall. The installation of this road and cul-de-sac could disturb an
additional 420ft2 of Section 404 Wetlands. The total impervious area within 75' of NHW would be 3,100ft2.
Two swales that are 20'X295' and 20'X40' would drain water from roads to the federal wetlands located
between lots 4&5 and lots 1&2. They would have a 5:1 slope. Six culverts placed under roads are proposed to
control drainage. Their dimensions are as follows; A-80'X1.5', B-48'X1.5', C-40'X1.5', D-26'X1.5', E-
56'X1.5', F-40'X2'. None of these are within or connect to wetlands or waters of the state.
Extending from the southern most cul-de-sac would be an elevated boat ramp. The approach to the ramp
would be 15'X50' and would be drip through decking, elevated 3' above marsh substrate. The concrete
portion of the ramp would be 15'X35' and would slope to a pre excavation depth of -1'NLW, with a final
project depth of -3' at NLW. The elevated portion of the ramp would shade 225ft2 of Coastal Marsh.
Field Investigation Report:
Sunset Cove
Page 03
---------------------------
In an effort to improve water depths around the dock and ramp the applicant proposes to excavate an area 95'
long that ranges from 15'-38' wide. This would involve the removal of 180 yd3 of silt and sand. Water depths
would increase from an average of -1' at NLW to --3' at NLW. Excavation would terminate at the -3' NLW
contour. Spoils would be place on the high ground portion of the project in a 60'X100' area on the western
side of the property. There are no wetlands in the spoil disposal area.
Adjacent to the boat ramp the applicant is proposing a 238'X6' dock extending 23 P from NIIW. Extending
off the dock would be 5 fingers that are 3'X1.2' each and a 10'X40' "T" platform at the waterward.end. 17
mooring piles would be placed between fingers creating a total of 1.0 slips. The docking structure would
extend 240' into the water body and would shade 90ft2 of coastal marsh. The White Oak River is
approximately 2,800ft wide in this area. The developer has waived the 15' riparian setback for lots l &2.
Water depths at the end of the proposed dock average 4' atNLW. There are similar piers of equal length along
the same shoreline.
10. Anticipated Impacts:
The proposed subdivision would result in a total of 18 lots ranging from .46 to 1.4 acres in size. One of
the cul-de-sacs would fill 1,91 Oft' of Section 404 Wetlands and create 1,800ft2 of impervious area within
the 75' Estuarine Shoreline for a total of 29.4%. The pier would result in a total of 10 slips. The potential
exists for a large number of transient boaters to dock at this structure though the proposal is to sell the 10
slips to lot owners. Overboard discharge is possible from both permanent slips and from transient boaters.
Temporary turbidity would result from the setting of the pilings and excavation. The proposed pier and
ramp would shade 315 ft2 of vegetated wetlands and 2,680ft2 of open water. The pier, boat slips and ramp
would incorporate 6,875 ft2 of public trust area. A total of 3.2 acres would be disturbed during this project.
Name Ryan Davenport Date 10/10/06 Morehead City

COASTAL PLANNING S?b?g °cm
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 4190
Emerald Isle, NC 28594
October 6, 2006
Mr. Ryan Davenport
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Major Permit Application
Robin Comer
Sunset Bay Subdivision
Carteret County
Dear Ryan:
Office 252.354.4916
Cell 252.240.9297

Enclosed are the latest revisions to the Major CAMA application for the Sunset Cove Subdivision, based
on our recent discussions. A complete application is included. We have made revisions to the project
drawings, as well as the project description and Excavation and Fill, Upland Development, and Structures
application forms. An adjacent riparian property owner waiver for the proposed pier is included.
Also enclosed is one set of the application drawings for your review. Please let me know if the drawings
are acceptable and I will provide the additional required copies.
Thank you for your assistance with this project. Please feel free to call me at 252-240-9297 if you have
questions or need additional information.
Sincerely,
Kathy B. Vinson, AICP
Enclosure(s)
Form DCM-MP-1
O c r -- 2006 p 1921WED
(Y JAN 2 7 2006
APPLIG
(To be completed by all applicants) Morehead City DCM
200.6 67 2
1. APPLICANT
a. Landowner:
Name• ?6,,? ?0(?vler
b. City, town, community or landmark
c. ? address or secondary road number 44' .0 r ',I r- ftJ la G n de 17
/Po 4
SR / of
d. Is proposed work within city limits or planning
jurisdiction? Yes P---No
e. Name of body of water nearest proect (e.g. river,
Address 3-? A L Ll Jdd i s F::a r kvl 120"a/
creek, sound, bay) 1-???? ,'7°.- U4 /G City?? e Ca r'k-rte State /U= .
Zip Day Phone g7 S.? - 7 a S - O Sq 8,
Fax a S - 3 9 3 - rl S '71 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name '?a^? ?• V i?Sot?
Address P. 0, D o?c ' 7 1 010
City E yo e rw l d ZY State
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
..CL• -bra m o W ?` ? ?,c ? e-SS (? a a. d ?-
?- (! ec.lL f n
f.JQll QY[?aV? f- e., O'tC"- OC'GCJS__'C?124N?E
Zip a S9 Day Phone c? S.) - a 1/0 - 9a 57b. Is the proposed activity maintenance of an existing
project, new work, or both? C4-'J
Fax aSa - 354/ -491 (o
c. Project name (if any) -,I (j vast b VI'-
,3 u601yl
AMF: Permit will be issomd in name 4 riandoMner(+), odor
Project warms.
2. LOCATION OF PROPOSED
PROJECT
a. County C 4 r 'f'' f
RevWd 03195 p %@V'os
00? ? ? 2ppF
?NR.W ??t1R"??' ? a+_,., .?mg ANi}
c. Will the project be for public, private or commercial
use? P rj V e-4 --
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more s ace is needed, please attach
additional pages. ( gzas 're -e.
FDW4W M v1 r? ?? ? vs ? V
Oct - 9 2006 10 N 2 ? 2006
Form DCM-MP-1
Morehead City Dc*rehead City DCM
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract - a g r Gs _
b. Size of individual lot(s) YVl L, M K ??YN I o -L
5i i2. rs aa,outl s.4.
c. Approximate elevation of tract above MHW or
NWL a ,3
m. Describe existing wastewater treatment facilities-
/V 0at? 21110-J-_ ?J"qh o, b den r{
Se tz) f-i c h C a?- o c
h -i yl0kse . r?ones?S4h -
CI??.liov\ W ll b? itrvt?•b?
S; 44 c -+-a n S .
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.) Sarf e c-c-
r ut ?g Of' 4L -C-r 1 r a. ,rte
?a i .4-a OoL14 R) JeF
W o-.-k r e U Q.1 a t l u vJ- 5 -t- p e .ti-ti +.
o. D tribe existing drinking water supply source.
d. Soil type(s) and texture(s) of tract sv K r e K b c/ ??` s,` .
Aw IS Ptu+c&4 y 1 le- I o o-h.r,.v,/- w t l se v
?.' n ?e s ?• ^ ? uJ e.. s
cl ctwc l
O Irv cx td ? ee ? 1 u; u 1 I
e. Vegetation on tract WILL? ed a 1
?f /1 n ` ArIG?
h ON ORSI t f (w"+d? G110?l 5 d /? l.'r?
f. q Man-male featfr now ion t? tdc? ) ssl ?j r; s s.
a t h u L 1, e r e i---- 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Contdr dw beW load use pk-)
Conservation Transitional
,Developed Community
Rural lather
h. How is the tract zoned by local government?
LA Pi ZdvA ,e r-
i. Is the proposed project consistent with the a livable
zoning? Yes No
(Hoch toning -wphanoe orrnfunte, LJappbcabk)
j. Has a professional archaeological assN t been
done for the tract? Yes
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or ell ' e propettyl
Yes No
1. Are there wetlands on the site? '--Yes No
Coastal (marsh) ? Other
If yes, has a delineation been conducted?
(AnacA doarwnua -, tf amApbk)
U 5,4CC 404 (t/e>L?a?+ cf
I is s'W-ack?.
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 II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please tote that original drawings are preferred and
only high quality copies will be accepted. Blue4ine
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
ReAmd 03/95
VOCT - 9 2006 ?4?OJAN 2 7 2006 V
Form DCM-MP-1
Morehead City OCIlorehead City DCM
site. Include highway or secondary road (SR) 6. CERTIFICATION AND PERMISSION
numbers, landmarks, and the like. TO ENTER ON LAND
• A Stormwater Certification, if one is necessary. ?.
P S +-,? 'r q sW ?l e s 4 I understand that any permit issued in response to this
• A list of the names and complete addresses of the ?i application will allow only the development described in
adjacent waterfront (riparian) Landowners and the application. The project will be subject to conditions
signal return receipts as proof that such owners and restrictions contained in the permit. .
have received a copy of the application and plats
by certified mail. Such landowners must be advised I certify that to the best of my knowledge, the proposed
that they have 30 days in which to submit comments activity complies with the State of North Carolina's
on the proposed project to the Division of Coastal approved Coastal Management Program and will be
Management. Upon signing this form, the applicant conducted in a manner consistent with such program,
further certifies that such notice has been provided.
Name W ?r -1. (rlje e,rw' /L
Phone I certify that I am authorized to grant, and. do m fact,
Address -q 1JR 11? i n S'ft 1 i_ t x/ S--
Phone? 39 3 5 S
Name h e (?o k /4 fFs Nb m 4-
Address a eel N o r 5_ A S S o c i tip a
Phone 61o 1 e n r t t) g l s h
l 3 A W ti •+ e Da,k B 1 u.{-F
Name
Address 1, AJC- ;kA -5- X-7-
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 2 S day of Sa n ua rt?r W -Ro v ('0
• A list of previous state or federal permits issued for Print Name o b } ^ aa-
work on the project tract. Include permit numbers,
permittee, and issuing dates. ??
(? rr__ s I? /o s Signature
R? 9i q (tom u Landowner or Authorized Agent
Erost?nC'•??Fra P C.r+e.?oa4I6L k,b:„ dov"vr-r
• Ache afor $250Cmade eppay---- A; ent akmof
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.
izl? , lob
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
? M MP-3 Upland Development
?rCM MP-4 Structures Information
? DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
ADJACENT RIPARIAN PROPERTY OWNER STATEM]
(FOR A PIE"OORING PILINGSIBOA TLIFTIBOA THO USE)
I hereby certify that T own property (Lot # 1 and Lot 43) adjacent to the proposed Sun
Homeowner's Association pier. The subdivision is to be located on Wetherington Landing
Carteret Cotutty and the proposed pier is to be located on Evening Drive.
I am aware of the development that is being proposed at that location, and have been
provided with a description and drawing of the proposed pier structure and mooring pilings. I have
no objections to the proposal.
I understand that a pier/mooring pitings/boatlift/boathouse must be set back a minimum
distance of fifteen feet (I5') from my area of riparian access unless waived by me.
?ea?ats
I do not wish to waive the setback requirement.
I do wish to waive the setback requirement for Lot #I and Lot #3 of the Sunset Cove
Subdivision.
;52-725-0548
I e1cp1me Number
322 C-Wood Farms Road
Cape Carteret._NC 28584
Address
Date
hint or Typc Name
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 Fud
Access
channel
(MLW) or (NWL)
Canal
Ai J w
Boat
basiq
Boat
ramp
Rock
groin
Rock AJ ( Pf
breakwater
Other W.l 0
(Excluding
shoreline
stabilization)
Length Width DoM Depth
?S 35 -3.0'
sv ' a 7'

S? ? ?'la v, shpt
S30' -00 r deb,' 1
Stc iDh?•

Morehead City DCM
1. EXCAVATION
a. Amount of material to be excavated, from below
MHW or NWL in cubic yards / 8 O e_ZIIU-
b. Type of material to be excavated i tler-
,.r o' l f- and Sgtee'.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic ve etation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Se ??ct -S'?? r f4
b. Dimensions of disposal area
Az?o d )C Z O U -
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? K Yes No
If Yes, where? 10 h Sh a
I

Revised 03/"
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes X_ No
3. SHORELINE STABILIZATION N
a. Type of shoreline stabilization N (-1
Bulkhead Riprap
b. Length /V
c. Avera a istance waterward of MHW or NWL
K I A_
d. Maximum 1diistance waterward of MHW or NWL
e. Shoreline Zsion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material A 1??----
g. Amount of fill in cubic yards to be placed below
water level N
(l) Riprap
(2) Bulkhead backfill N
h. Type of fill material 12
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
t-
- _. 9 %006
Or
If Yes, Morehead City DCM
(1) Amount of material to be placed in the
water 41,114
(2) Dimensions of fill area
(3) Purpose of fill /(/ (OT
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X- Yes No
If yes,
(1) Dimensions of /fill area 9/ /D sf ?'
P?Ovi-C0g54 / W?PTIg101 5,
(2) Purpose of fill C'a -r1-ra+e-t- r -D riU-ec' a?C -sr
r o-feh`t?'t1 wd?i?;uh4 r Gfet alur?`n
C o v1 s t(` u c,-4- ; v r? of / 3 7
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? ?S-ea4l -9" c P/
S d t .?n a p r o s, a ?-,
r- o n-4r o 16 J2 /,k vt k e`E. , Q r<) of ur-? td u Ic Iti)
PLO UL
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? /? ,,
c. Will wetlands be cr: ssed in transporting equipment
to project site? Yes No
if yes, explain steps that will be taken to lessen
environmental impacts.
JZ I
a. Will fill material be brought to site?
Yes _._ No .5ceP0,tUa ?-e ?o C
oueroM FroJect- ?5Gt0141d be ct'evtf-?oi-
a LL he ce ssar?-?'; ll . Re4A AI'n '"2°k- lI S kJ" 0
Od'CJ.td Sec s) QS r` u? r?? +o
?? or evised 03195
m in.r',vi? Z_e o?t°5 `s-cltgcpw?.I'i Utz aceesr
C oc,?C. C L5 w#e Vl a3 w?:.%) M.; Z e t Pack-S
4- i's tlej
AppBaint or Project Moe
/
U/Zi112 -
slioatare
'
G /a
Date
l I I
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h
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 vi - a ro-,d
pa r ?n aCeo.. 0"14 't 4 .bd;u; 3". ?i.
wif r' l ?`? t' 4c) 6e P L--r- d- f .x ro q,d
b. Number of lots or parcels /R
j.
c. Density (give the number of residential units and the
units per acre) l T 0!2a sr eye Is
fJ . 9 ,3 a c re
k.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. a, 9 g C r-LO S.
e.
f.
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. I.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? ? Yes No
If yes, date submitted a h -.rp v151'on,3 m.
S,% wW 444 CvriCKrrItr.-t- Cl4*WP1 4V1;cce-4o,,
List the materials (such as marl, paver stone,
asph t, or concrete) to be used for paved surfaces. n.
o d o c 1/
d v o a
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 sed for
11 C2
vehicular driveways or parking. o
R9
Morehead City DCM
Projects that require a CAMA Major Development
Permit may also require.a Stormwater Certification.
Has a site development plan been submitted to the
Division Environmental Management for review?
Yes No
If yes, date submitted ?'*yt carrt'vc4--
C 4 &14- a? l; c 440,,
Describe ropose?method of sewage disposal.
H -r' 1"I d 0 rd U q. 1 'Je s e n-, s,
e o
i r, A- .T ,
Have the facilities described in Item i. above
received state or local approval? L4 &-s
(Attach appropriate documentation)
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).
Urr,?v r C O a n-Q_
W i 4 St
S -F
Describe proposed drinking water supply source
(e.g. well, community, public system etc.)
1 I CJ /Ui d u4 1 We lls ,
Pf,i CL -1-e
Will water be impounded? Yes No
If yes, how many acres?
If the project is a oceanfront developmen , when
was the lot(s) platted and recorded?
Applicant or Project Name 4C14, 'R
i nature U
/a '?/. o?
Date
Revised 03/95
?."R4,T C E>
li
o, ?o a v o?`'
June 22, 2005
Robin Comer
C/o Kathy Vinson
PO Box 4190
Emerald Isle, NC 28594
Subject: Sunset Cove Lots 1-18
Dear Ms. Vinson:
J.T. Garrett, Ed. D., M.P.H.
.P1 174
OCT - 9 0
Morehead City DCM
(PIDN 5367.03.43.1151)
T&-%Z Ell rl ;N
.J
JAN 2 7 'M6
Morehead City DCM
Lot by lot evaluations have been made of the above lots for the purpose of determining the
suitability of the soil for a septic tank wastewater system to serve four (4) bedroom single family
residences.
The evaluations were made according to Laws and Rules for Sewage Treatment and Disposal
Systems; Section. 1900 of the North Carolina Administrative Code.
The following results are:
Lot I - Provisionally suitable with shallow placement.
Lot 2 - Provisionally suitable with a conventional septic system.
Lot 3 - Provisionally suitable with a conventional septic system.
Lot 4 - Provisionally suitable with a conventional septic system.
Lot 5 - Provisionally suitable with a conventional septic system.
Lot 6 - Provisionally suitable with a conventional septic system.
-Lot 7'- Provisionally suitable with a conventional septic system.
Lot 8 - Provisionally suitable with a conventional septic system.
Lot 9 - Provisionally suitable with a conventional septic system.
Lot 10 - Provisionally suitable with a conventional septic system.
Lot 11 - Provisionally suitable with a ultra shallow placement.
Lot 12 - Provisionally suitable with a conventional septic system.
CARTERET COUNTY HEALTH DEPARTMENT
3820 Bridges Street, Suite A, Morehead City NC 28557
Health Department [phone] Environmental Health [phone]
Fax [phone] Fax [phone]
0 CT - 9 2006
Lot 13 - Provisionally suitable with a conventional septic system.
Lot 14 - Provisionally suitable with a conventional septic system.
Lot 15 - Provisionally suitable with a conventional septic system.
Lot 16 - Provisionally suitable with a conventional septic system.
Lot 17 - Provisionally suitable with ultra shallow placement.
Lot 18 - Provisionally suitable with shallow placement.
Morehead City DCM
ET
JAN 2 7 2006
Morehead City DCM
The results are based on designated locations for the house, driveway, parking area and location
required for the septic tank system to serve a four (4) bedroom house. It shall be necessary to
locate the house so that gravity flow is achieved to the designated septic system location or a
pump system shall be required.
Please contact this office if you have any further questions at 728-8499.
Sincerely,

Amy H. Guthrie, R.S.
Environmental Health Specialist
On-Site Wastewater Program
Form DCM-MP-5
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.
1. BRIDGES- /(/ 14
a. Publics - AIZI?:
Type of bridge (construction material)
NA
c. Water body to b crossed by bridge
/V'114
d. Water depth a;proposed crossing at MLW or
NWL /U
e. Will proposed bridge replace an existing bridge?
ALA- Yes o
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearep? underneath existing
bridge //]]//
(4) Will all, or a part of, thg ling bridge be
removed? (Explain)
L Will proposed bridge replace an existing culvert(s)?
Yes No 1411-
If yes,
(1) Length of existing culvert
(2) Width of existing advert A 1114
(3) Height of the top of the culvert above
the MHW or NWL 7r;F7

Morehead City DCM
(4) Will all. or a part of, the ex sting culvert be
removed? (Explain) '#
g. Length of proposed bridge ?l
h. Width of proposed bridge wl-
i. Height of proposbridge above wetlands
j. Will the proposed bridge affect isting water flow?
Yes No .y?7
If yes, explain
k. Navigati7) cl mace underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes ?No
If yes, explain
in. Will the proposed bridge cran wetlands cqoontaining
no navigable waters? Yes 41 No
If yes, explain /V r
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
N//?_
Revised 03195

Form DCM-MP-5

j. Will the proposed culvert affect existing nav
2. CULVERTS potential? , Q tTj 4<. MCM
If
yes, TZE
a. Water body/ hich culvert is to be placed
b Number of culverts proposed -.fe P
.
?t- c h m o.? - `? r? al p s c / -t7 'v 3. EXCAVATION AND FILL
C. Type of culvert (construction material, style)
a. Will the placement of the proposed bridge or
Wow the MHW or
require any ex
V
"

d.
Will proposed culvert eplace an existing bridge? 7
7
No
Yes
If yes
Yes No ,
(1) Length of area to be excavated 24
If yes,
(1) Length of existing bridge
7
72L (2) Width of area to be excavated G?,L
(3) Depth of area to be excavated
4 J _
(2) Width of existing bridge
i
ti of to be excavated 1
(4)
ng
s
(3) Navigation underneath ex yards
bridge ,
(4) Will all, or a part of, the *"g bridge be

Will the placement of the proposed bridge of
b
removed? (Explain) .
require any excavation within: n o
_ Coastal Wetlands _ SAVs - Other V

e.
Will proposed culvert replace an existing culvert? if yes, .
(1) Length of area to be excavated
(2) Width of area to be excavated
Yes L" No (3) Amount of material to be excavated
If yes,
(1) Length of existing culvert y yards
(2) Width of existing culvert
(3) Height of the top of the ex ' culvert above
c. Will the placement of the proposed bridge o
the MHW or NWL requir"y highgmund excavation?
(4) Will all, or a part of, the culvert be ?? Yes No
removed? (Explain) If yes,
(1) Length of area to be excavateds?•e
(2) Width of area to be excavated--,fC,-a-,
(3) Amount of material to be excavated
f. Length of proposed culvert - f f 4- yards Se ?e_ QY4a C- LI rYl P?
g. Width of proposed ailvert% Sun! P al? c A ku perd. If the placement of the bridge or culvert
any excavation, please complete the follow
h: Height of the top of the proposed culvert above the (1) Location of the spoil disposal area
?S e" b.P /e w
MHW or NWL _? - (2 Dimensions of spoil disposal area
i. Will th posed culvert affect existing water flown D ' 'e/e26--l -
yes No (3) Do you claim title to the disposal w
if ya, expl„ in cu ) y e r is a r -e ?° Yes No
s4e LP r f -F l v - e A-7P e z-<J If no, attach a letter granting permis:
the owner.
Ju i' 4-u h ke vv? oL / /r,' a ! ?e Gc s?a?
Revised 03195 r-?-i o v,
,S?ioul cl,,o r ajress,?Jo .
Form DCM-MP-S Lou
V
(4) Will the disposal area be availabl r future b. Will the proposed projea 181oc-t of
maintenance? Yes No any existing utility lines. Yes No
(5) Does the disposal area include any coastal If yes, explain c cJ '
wetlands (marsh), SAy, or other wetlands? Q n CL 4Q
Yes li No
If yes, give dimensions if different from (2)
above. IV IA c. Will the proposed project require the construction of
(6) Does the disposal area include any area below any temporary detour?structures?
the MHW or NWL7 Yes k-No Yes I/ No
If yes, give di en if different from No. 2 If yes, explain in detail /1/ _
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project _equire any work
described in item d. above) to be ylx?d below channels? Yes V No
MHW or NWL? Yes No If yes, complete Form DCM-MP-2 -VIA
If yes,
(1) Length of area to be filled Al e. How will excavated or fill material be kept on site
(2) Width of area to be. filled and erosion controlled?6? 'm e,i-4--- eiioe,
(3) Purpose of fill e t o ?? ?Q a /e cros ,
l/L- e?ac a 17
f. Will the placement of the proposed bridge or culvert f. WhaF type of construction equipment will be used
result in any fill (other than excavated material (for example, dragline, backhoe or -hydraulic
described in Item d. above) to be placed within: hO dredge)?z c /C hoe,
_ Coastal Wetlands _ SAVs _, Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled 4l g. Will wetlands be crossed in transporsing equipment
(3) Purpose of fill ?/ / to project site? Yes ??/? No
If yes, explain steps that wUl/be taken to lessen
environmental impacts.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) be placed on
highground7 Yes No h. Will the placement of the proposed bridge or culvert
If yes, require any shorelines ilization?
(1) Length of area to be filled /tJ 1A Yes ! No
(2) Width of area to be filled 0 /A- If yes, explain in detail
(3) Purpose of fill Al 4A -
54ina-7L 6 o e_ e1u.1b Q' , 4s 1''D
4. GENERAL or Projw Noe
a. Will the proposod project involve any mitigation? 07
Yes No
If yes, explain in detail 4 Die
Reused 03/95
Attachment to CAMA Form DCM-MP-5
Bridges and Culverts
Sunset Cove Subdivision
Wetherington Landing Road
White Oak Township
Carteret County, NC
rim a
Morehead City DCM
Pipe Length Diameter Excavation Length Excavation Width Cubic Yards Exc.
A 80 ft 18 in N/A (in existing ditch) N/A N/A
B 48 ft 18 in 55 ft 3ft -18cy
C 40 ft 18 in 46 ft 3ft -15cy
D 26 ft 18 in 36 ft 3ft -12cy
E 56 ft 18 in 64 ft 3ft -21 cy
F 40 ft 24 in NA (in fill area) N/A N/A

Sunset Cove Subdivision
Wetherington Landing Road
White Oak Township
Carteret County, NC
Swale Description
OCT -'q
Morehead
City OCM
Swales SW 1 through SW5 indicated on plan drawings are to have maximum side slopes
of 5h (horizontal) to Iv (vertical) and minimized longitudinal slopes (0.3% - 1%). All
swales to be permanently stabilized with grass as described in the erosion and
sedimentation control plan.
Form DCM-MP4
STRUCTURES
(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 .-Community t"' Private
(2) Number N
(3) Length ro
(4) Width_
(5) Finger Piers ? Yes No
(i) Number 5- _
(ii) Length /l7
(iii) Width 3
(6) Platform(s) ? Yes No
(i) Number I
(ii) Length 18
(iii) Width
(7) Number of slips proposed / d
(8) Proximity of structure to adjacent riparian
property lines 42 16 1 ac-y
(9) Width of water body v OO kegeLr- _ r PI-
(10) Water depth at waterward end of pier at
MLW or NWL a Qrgnz' /ZZ?
b. Boathouse (including covered lifts) N M
(1) N,_I_ Commercial VIA Private
(2) Length -d
(3) Width
c. Groin (e.g. wood, sheetpile etc.) AMA
(1) Number _'],J,
(2) Length (s) a)
Breakwater (e.g. wood, s? ?eetpile, etc.)
(1) Length --1ar ? ? , --
(2) Average distance ff?pm MHW, NWL or
wetlands ?l/ `f?'
(3) Maximum distancg pond MHW, NWL or
wetlands T
0?' ?- .?' 9 :"p
7p 6
morehu .
acl City O C44
e, Mooring buoys N
. (1) _ Commercial Community - Private
. (2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) be placed beyond
Distance buoy()
/
shoreline

f. Mooring structure (boatlift, ooring pilin c.)
(1) __._ Commercial ____Commum Private
(2) Number /'7
(3) Length WI ZA
(4) Width 1/4
g. Other (Give complete dercripdon)
N ??
sir?ss°7G L'Gr/ S hCI 'I!S-
Applics! or "ect Name
Signature
16
Date
S f c c-?u r e. ex?-e n dS 40 ed e -5 °'F r,Pa r; a
01-X E Q S"IL 4 h C? West- 51,4z/ e5' Seit Q -?-- C Lt r
eOr??'o??r
W q i ?JPC•
Revised 03/95
lilt
V?GMU\Ytu
OC1 - 9 2006
Project Description Morehead City DCM
Robin Comer
Sunset Cove Subdivision
Carteret County
Sunset Cove is an 18-lot residential waterfront subdivision proposed for development on
a 16.72-acre tract. The project is located on Wetherington Landing Road, adjacent the
White Oak River, in Stella, Carteret County, North Carolina.
The project consists of construction of a ten-slip dock and boat ramp with access road
and turn-around. An access channel to be excavated adjacent the boat ramp and a
retaining wall are also included.
The docking facility and boat ramp are being provided to meet the waterfront access and
recreational needs of the subdivision, as well as the access and recreation requirements of
the Carteret County Subdivision Ordinance. The dock and ramp will be located within the
dedicated open space/recreation area of the subdivision. The boat slips will be sold to
property owners of non-waterfront lots in the subdivision. All property owners within the
subdivision will have use of the boat ramp.
The ten-slip dock will be constructed of pressure treated lumber. Proposed dimensions
are 231' (from NHW) x 6'. The structure will include 5 finger piers measuring 10' x 3'
and 17 mooring pilings. An 8' x 16' T-platform is also included.
A 98' x 15' boat ramp will be constructed of treated lumber and concrete. The elevated
wooden portion of the ramp will measure 55' x 15' and the concrete portion will measure
43' x 15'. The elevated portion of the boat ramp will shade a very small fringe of coastal
wetlands. A backhoe-type excavator will be used to dredge the sandy river bottom to
accommodate the ramp design. Spoils will be loaded on a barge, hauled to shore, and
then off-loaded and deposited in the low portion of the area of the subdivision set aside
for recreation/open space. A 95' access channel associated with the boat ramp will also
be excavated.
The access road to the boat ramp will be graded and constructed of asphalt. In order to
stabilize the sides of the access road, retaining walls will be installed.
Roadway drainage will require the installation of six stormwater drainage pipes as
indicated on plan drawings. None of the pipes will be installed in Areas of Environmental
Concern.
PERMISSION TO REPRESENT OWNER FOR DEVELOP NTUI?lf ?006
PROPERTY
I hereby authorize Kathy Vinson, AICP and John Freshwater, PE to relftPh"d City DCM
obtaining permits to subdivide and develop my property located at Wetherington Landing
Road, adjacent the White Oak River, in Carteret County, North Carolina. This
authorization extends to all required permits and authorizations required by local, state,
and federal agencies. F01WED
NO
Morehead City DCM
Telephone Number ??
Date
Print NameIS-,5b % 6 C-a rn e r-
I Elevated Boat Ramp NHW I zar
' ~ (See Section Below) r _ _ _ Ramp Surface Beyond ~ , r-I LEGEND John R. Freshwater III, P E,
Pier Dack 714 W Corbett Ave. Suite 13
, P.O. BOX 572
~ WOOD NHW SWAN580R0, NC 28584
. . W [phone] NL [phone]fex
CO C ETE N R [e-mail]

2 ' I _ _ _ _ _ ~i 3 _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ NATURAL CONTOUR
I I - - WETLANDS
I
Existing River Bottom ro FINISHED CONTOUR
PIER RELATIVE TO RIVER BOTTOM SECTION a
Scale:1"=10' 3 ~ t LOT NUMBER LC
10 BOAT SLIP NUMBER ~t0
B.U.A. BUILT UPON AREA
NLW Existing River Bottom EXCAVATION AREA
1
p__ Landward Extent ~ ~ ~ ~ ~ WETLANDS
of Coastal Wetlands i e a ever
.2 _ W W W W COASTAL WETLANDS
_3
_4 CAMA 75' AEC Limit + Z
_5 0
+ Normal Hi h Water Line 4. F' 9 + ~ ~ + ~ ~
~
t3 Proposed River Bottom + 4 + ~ ~ U +
3 3 ~i ~ H + O + ~
+ . ~ ~ + ~ / ~ J
` Wetlands ~ ~ / ~ / % j , m W + i firnaetvlo~ u go ~ ~ ' ~ Z k
' ~ + W ~ ~i i ds Z Z
Existing River Bottom 0 ~ ~ X ~ 4Q o. ~ ~ ~ i % 2
NLw 2 ~ ~ n rr rr ~ ~ ao ~ ~ V + i W_
0 20 4~ ' ~ ~ ~ ~ ~ ~ Q- ~ i ,~,r~ F-
1 ~ Proposed Elevated Boat Ramp _
0-- - - + _
~1 ~ ~ ~ T ~~RAPH(C SCH~~..~~ -FEE i + +
.2 ~ k ~ i~ + ~ X Y W
3 ~ J + + / I- ~ / ~
4
5 ~ ~ ~ ~ ~ ,
t , + i + + ~ a
x ,
c Proposed River Bottom ' 6 o +
3 3
8 ~ ~ ~ ~ ~ ~ ~ -
I C' . , ~ ~ " -c ~ 55 ( - 0 -Catwalk ~ ' W ~ y ~ r,,
~ + ~
Existing River Bottom p ~5 ~5 , F o c , ~
NLW 15 e p ~
0
~ ~ / v ~ _ i~ ~ 0
I -1 + ..y/ ~ ~
_2 ~Q X ~ ' ~ ~ C~~
_3 ~ o o ~ ~ J ~ ~ ~ / 'I , / { /11 ` Z ~ ~ ~ + + +1 + ~ ~ N
-4
o
~ A ~ ~ ~ 3 ~ ~ ~ ~ 3 ~ ~ 7 O ~ . ~ g _ o C'
H ~ ~ Pro sed Contour t ~ ~ ~ ~ v~ l m) ~ ty Z Y U
D Proposed River Bottom ~ ~9 ~ ~ ~ O Q ~
a ~ X 3 3 ~ ~ ~ t ~ + 0 ~ _ t U(~W~
~ i ~ ~ O I ~ i ~ a ~ z w +
% `'-Pro osed Wood Pier p l ~ w posed Wood Pier ~ tY ~ ~ 2
Excavation Area Seckions ~ / x X , Scale: T'=5' ~ + w Q + Z=~
~ X ~ ~ . o ~ w
X rn p P + ~ ,
3~ A~ + ~ W o ,
~ 9 + , + r
A it 0 Pe + ~ ~ ~ z + ~ H
X ' ~
Catwalk Catwalk p i U ~ W
i ' ~ X 0
'1 (Y ` ~ ~ tl
-I--~ o a r ~ 1 , ~ Ex~sting Contou (typ)
- ~ > ~ ~ ~ ~
~ ~w~, ~I I '
~I ~ ~
~ .
' Riparian Corridor (per Google Earth Aprial View) c
I I I I ~ ~
~ ~ it it
I I ~ I LJ LJ I I 0 Q
I ~ E>osting River Bottom ~
Pier Section 1-1 NTS ~ X Spot Elevation (typ) J N N
~ NLW Per Surveyor - ~ U
I ~Z
~Q 0 ~p~
II I wp0
' gOm
X o N ~z U ,Q
, i U~
Water Dapths Per Surveyor ; ~ X .P ~ N N
Safety Measures (Signage, etc.). 0 ~
Structural Design and associated t,eotechn~al Evaluations b others as Neceaaary for Construction. 0
98'
Elevated Wood Ramp 55' Concrete Ramp 43' .LY ~
3tY AEC BUFFER {NiiW) a
T Wood P osed Ram v
10 Pro BuNchead i Discard Previous Plan Sets DATE; ~
~ Propo ; d;Cdncrete Ramp ' II Aggreg to FBI Permittin Set -Not Released For Construction
5 rJ 15 ~ I 9 DRAWN BY; JF and PP
I REVISIONS GATE BY
I ~ ~ ~a e, _ r-Existing C3rdde I NHW ~ ~ o nn flFRl(;NFn RY~ .IF
- - -1t RL rcecommenaanons 3-Lo-zuvu jr at rr - -
0 I I II: li ~ ° N I -1 Preliminary Plat Requirements For TRC 10 10 2005 JF & PP
II 11 Mmo 77 f 11-1-2005 JOB NUMBER: 05 05 Preliminary Plat Requirements (For Planning Commission) JF & PP
I U d Pro se u x va 4n Grad 'S Following Meeting with Cama Agent 12-12-2005 JF & PP SHEET
P.T. Wood ~iling (typ) u Curb and Gutter, Catch Basin, Pipes and New Finish Contours 03-15-2006 JF & PP
DATUM E SV - J . Catch Basin, Easement, Pipe, Property Line Lot#2, Existing Contours 04.18.2006 JF & PP
-9.00 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 Grail Sunlit Cove 1+60 1+70 1+80 1+90 Per NCDENR Communications 6.18-2006 JF
SECTIM E - 3-3 - Scold VolO, Boat Ramp Modification. Per CAMA 8-25-2006 JF & PP
Per DCM-CAMA Permit Agent 9.18-2006 JF OF

~
/ LBQEND
N ~ ! 2'SHOULDER 2'SHOULDER John R. Freshwater III, P.E. NATURAL CONTOUR
1"per toot ' ~ 714 W Corbett Ave. Suite 13
t8' f~oad 1' peroot 30 Existing Grade ~ ~ V ~ ~ ' CULVERT P.O. BOX 572 ~ ~ SWANSBORO, NC 28584
~ ~ ~ Pro ert Line C ~ P Y I - - ' WETLANDS [phone]
/ ----L--,..._.___..,,- ~ - - Finish Grade / f • ~ ~ ~I~~ ~ ~ ~ [phone] fax ~~1~ ~ FINISHED CONTOUR
_ h D. ; ~ " V [e-mail]
_ ~ ~ _ _ _ - ~ \ ~ RETAINING WALL ~
_ _ i - _ _ - r ~ C \ ~ ~ ~ LOT NUMBER
2a - _ _ _ _ - _ _ _ ~ - _ ~ Oq
i Q (ice„ LEVEL SPREADER ~ ~ -IA
A + ~ ~ - ~ of DROP INLET CATCH BASIN
J i
' ~ ~ -~4-- D PERMANENT DIVERSION ~ D2 S
Q ~ ~ 69 1 r ,g. Top of Grate ~
~ 17.8 ~ I) IIlE~` ~ I ~ 0
ti e P ~ ~ + ~
o - N i ~
2'sHOUI.DER N \ _ ~1/ ~
I 30 1" erfoal ~ ~ 2'SHOULDER _ Property Line p r---- J ! ~ B2 F y~ ~ m
'8' Roatl 1" per foot Finish Grade R' v ~ _ ~ S D7. 1 ~ r ~ ~ ° 508d^,y
` ~ ~ ~ ~ ~ , ~ ; 1 _ ~ --'ZJ~-- ~j J 781.02' / ~1 i
r t ~ r _ Q ^ ~ 1 , ~ ~ ~ JQ. yr,,= .
_ _ - _ _ _ I, _ . ~ 1 1 p O
_ 20 _ - _ _ - _ - _ _ - ,.~5, ~ 2 W N
~ i Access Road Section ®1 +0 - - _
m D ~ -
\ / f~
~ _ - _ ~ ~ Z
~ \ / Z 0 _
2'SHOULDER 2'SHOULDER / ~
1" eroot 18' Road 1" per`oa I p U / ~ UpW
~ Rmsn Crade ~
' yy' per toa; I ~ ; I _ I I S _ - _ ti / ~d ~ p ~ , ~ ~ ~ d ~ ~ ~ ~ ~ Z
I--t ~ Existing Grade ~ ,I _ _ - I _ - I V w Q
20 _ - - - - I I - _ - 2 i _ - - - I Pro osed Retc~n~in Wall g A ~ p g >
_ - - _ - _ _ - _ _ I
15 - _ - ~ ~ - ~ - 'I h~6
I ~ ' - I f ' ~ ~ Q ~ °j ~ _ A 1 ~ _ / - ~ ;
Access Road Section ~ 1 +50 I i i P,o,,csea RetainlrT Wa ~s; ~ \ ~ 9
! ~epu~~red to minimize s'~opes K / W
~'N~TL.ANDS 2'SHOULDER ~ mt r.- _.~NDS _ and p~„~ect'wetlands ~iYP~ 7j ~ / ~ I- ~ -
J~ ~ \ S9S , b• 0~ - ~ 66`'sw Q
~x DUX ~ ~ ~ - 960' ~ ~ ~ g• \ ~ ~ _ _ 0.
r x0 \
1"per Gx>i r8' Road c~,ing Q 0 , ~ ,
25 - i 3% Slope Sbpe - Finrsh urade Q k / ~ ~
~I _ RetainaKl ~ ~ \
Wall 20 ~ ~ _ _ _ _ _ _ _ ~ ` . •oposed ~i `ingr~Wa~ ~ i
00 `gip _ 1
; . - - - I - _ _ - _ , , N
15 i _ = - - _ - - ~e~
r------ _ - - ~ - _ - _ - - _ - ~ ~ ~ ~ ~
= 4C _ - = 40' I rviou ~ f me s~race u p P
Access Road Section ®2+00 -Existing Grade Within Wetlands / Q Z
40 0 ~ 0 0 40 80 o ~ ~ U T ~
rTr ~-r-r -,r-T~--,-^- fir. ~ I ~ r - Z C7 2
GRHP-_ - - ~ Z (A ~ p p Z
~ mz~z
2'SHOULDER ~ o~
Existng Grade 1" er frx~I Parkin ~ o - Erisung GradE U wZY
p ' 18' Road g WETLANDS 2'SHOULDER 25 Parking ~ - F;nlsh Grade ~ ~ Q Q
1"per foot 18' Road _ 3% Slope 3~; Slope 25 _ OI- W / 0 U(~w(r
3%Slope 3h Slope _ ____L-__. - - Z ~!J_' LANDS r' - _ ~ - -----1 ~ ~ ~ Z w
- _ 20 - - - w-~I- ~ Zw3Q
Cr/L _ _ _ - - 20 Retaining r _ _ _ - - U
i Wall ~ " J ~ - _ - ~ 3 ~<y-~ _ _ _ - _ _ 15 _ _ ~ W ~ ~
1~ , _ _ _ - Finish.Grade i - _ _ _ _ J - _ _ - 15 _ ~ - _ - _ _ _ -
i ~w
- A +7 ccess Road ection ®2 5 a
Ar~g~s Road Section ~ 2+50 z
U
W
0
2'SHOULDER o.
1" perfoot +8~ Road Existing Grade
3'6 Slope -Finish Grade _ -
2 SHOULDER 20 - - ~ Existlng Grade 2'SHOULDER 2'SHDULDER
3 _ v. , 25 1 perfoot 18 Road ~ arking , perfoot ~ ~6~ Iq~ 1" per!oa r- Existing Grade
I WETLANDS ~ Finish Grade Retaining I 'i, - ~ ~ _ 20 3°~Sbpe ~ .,,IOpe 15 ~ ~ - - _ Wall _ _ - -
i C j L _ - - ~ _ANDSI - - - - 20 _ _ _ _ 1 15 ,~TiA~C~
1 ~ _ _ - ~ - ' -r - _ 10 - - _ - - 15 v i_ _
_ _ r. - _ - - _
_ - _ _ _ 15 _ _ _ _ _ _ _ Q ~t -
5 10 _ _ p o0 ao
J ~ N
Access Road Section ®3+00 Access Road Section ®3+50 Access Road Section ~ 4+00 _ ~ U ~~Z
QQ
~-~o ~p~
wp0
~~m _ p cn
2 I i ~Z Retaining Wall - U Q _
2' SHOULDER 2' SHOULDER lO~ 70' Diameter cul-de-sac Existing Grade - ~ • U
Z SHOULDER 2'SHOULDER 1 5 ' per foot 18' Road 1"per foot 1 ~ - 0 ~
per'aot 18' Road 1"per foot _ - 1 ~ slope
15 3%Slope 15 ~ WETLA ~,;J Retaining _ 3%Slope 10 Wall ; = . - Finish Grade - _ _ }i r,
TLAwD i _ tl 1, L 4f
' _ I/ I Q ~.I , a
10 i 14 1 Exlstina Grade ~ EzistingGrade,__,.. 5 _ - ~ _ _ _ _ ~ _ _ _ _ _ w
- _ r;. - _ _ , _ _
' _5 _ _ - - - _ Retaining Wall,..,...,,,.-. 5 ~ „RetainingW,ail _ M 11~~C~ ~?~1 v+
~ Finish Grade Finish Grade Discard Previous Plan Sets DATE:
A + Access Road Section ®5+ 930 R 4+ ccess Road Section Permitting Set -Not Released For Construction
DRAWN BY: JF and PP
REVISIONS _ DATE BY
RIVER ROAD CROSS SECTIONS TDl~ Dnnn.~..mnn~l n+Innn a_~a_~nn~ .IF R PP DESIGNED BY: JF
SCALE: 1 "=10' Preliminary Plat Requirements For TR_C) 10-10-2005 JF & PP
Preliminary Plat Requirements (For Panning Commission) 11-1-2005 JF & PP JOB NUMBER. 05 05
3:1 Max Slope Following Meeting with Cama Agent 12-12-2005 JF & PP SHEET
5:1 Or Less Preferred Curb and Gutter, Catch Basin. P pes and New Finish Contours 03-15-2006 JF & PP
Catch Basin, Easement, Pipe, Property Line Lot#2, Existing Contours 04-18-2006 JF & PP 4
Existing (and therefore Final) Grade Profiles and Sections per 2' Contour Interval Provided. Coordinate with Surveyor & Field Verify All Grades And Elevations Per NCDENR Communications 6-18-2006 JF
Boat Ramp Modification. Per CAMA 8-25-2006 JF & PP OF
Per DCM-CAMA Permit Agent 9 18 2006 JF

GIVER /WATER ACCESS ROAD (PROPOSED 18' WIDE Asphalt Povem~i) r John R. Freshwa#er III, P.E.
Base and Surface Course Per Developer Curve Table LINE TABLE 714 W Corbeft Ave. Suite 13 Chord length Radius Arc Length Chord Direction LINE LENGTH BEARING
Curve Chord length C28 38.76 P.O. BOX 572 38.76 25.00 44.35 551'32'58"E L14 146.37 N7T38'03"E SWANS80R0, NC 28584
C29 45.87 45.87 238.00 45.94 ~ 583'09'50"W L15 142.77 N88`41'37"E [phone]
C30 75.18 C?1 19.53 75.18 238.00 75.49 N8713'09"W L16 45.73 S73 0156"E [phone] fel( 19.53 23900 19.53 N70'4T28"W L17 5A0 N68"26'59'1N
_ _ _ _ _ _ ~ C32 ~ 30.17 jahnfh2o~iec.rr.com 30.17 35.00 31.19 N86°01'21"E L18 5.40 N68°26'59'1N
C33 44.00 C34 30.17 44.00 35 OD 17233 N21'33'01"E - L19 45.73 S73°0156"E 30.17 35 OD 31.19 _ NA2`55'20"W L20 142.77 588`41'37"W
C35 18.06 ~ C36~ 6949 18-06 221.00 18.06 N70'47'28"W L21 148.25 57138'03"W
0`,. ~ - - _ 5~_-- - a7 4zao 69.49 220.00 ' 6918 N82`13'09"W 42.40 220.00 42.47 S83'09'S0"VV
~ C38 37.87 3287 25 00 ~ 42 96 j 528'24'19"W
J J' ~ C2
r,
14 37 0 o v 36 6 ~ 'a o v ..i ~c37r , V r 0
21 O II II ~ O P ~
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Q Z /ti ~ SCALE 1 " = 60~ r ~ .~a _ o a 60 0 0 ~ ,
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Existing (and therefore Final Grade Profiles and Section r ' s e t Conto r l p u nt ,ontour Interval Provided, Thru C L Boat Ram P .I~.. 4~
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Discard Previous Plan Sets D
ATE.
Permittin Set -Not Released For Constr ion g uct
DRAWN BY: JF antl PP REVISIONS DATE Rv
TRC Recommendations 3 28 200 JF & PP DESIGNED BY: JF
5 Preliminary Plat Requirements (For TRC) 10-10-2005 JF & PP
Preliminary Plat Requirements (For Planning Commission) 11-1-2005 JF & PP JOB NUMBER; 05 05
Following Meeting with Cama Agent 12-12-2005 JF & PP
SHEET Curb and Gutter, Catch Basin, Pipes and New Finish Contours 03-15-2006 JF & PP
Catch Basin, Easement, Pipe, Property Line Lot#2, Existing Contours 04-18-2006 JF & PP
5 Per NCDENR Communications 6-18-2006 JF
i Boat Ramp Modification. Per CAMA 8-25-2006 JF & PP

Per DCM-CAMA Permit Agent 9-18-2006 JF OF

john R. Freshwater III, P.E.
Sediment Traps N F ~ N F LEGEND 714 W Corbett Ave. Suite 13
Min Q10 for Total Min. Min, ~ 0 yC e S h g r p S82'31'42°E Matthew E. Foreman P.O BOX 572
Trap Dist. Area Weir DrainageArea Surface Area Volume Size (LxWxH=c~ P.I.N. 5367.03-33_6707 7,.os SWANSBORO, NC 28584 P . I . N . 53 67.0 3 - 43 - 3 65 4 S.T. #5 ~s1o} 32s-2ooa
223.43' ~ , bankment to 82 3 ~ 4 " ~,~i TEMPORARY SEDIMENT TRAP ts1o~325-1714 fax
#1 0.47 Ac 8ft 7.2 cfs (2.3Ac) 3,120 sf 850 cf Excavate and Construct Em ~ Connect the Existing 22' Caitour Creating Trap in ~ ~ johnfh2o@ec,rr.com
~ - 98,4I' Location shown (See area 8 Dimensions below) ~ SEDIMENT FENCE
! in 80 ft of Evenin Dr. RNV. Establish weir .900 sf 1.080 cf Utilize rtion of SW3 W g #2 0.6 Ac Eft 4.4 cfs (1.4Ac) 1 Po ~ 212.32' 8 , ,
elevation at 23 ft Volume =1,200 cf Surface Area=2.700sf 31.65 ,
~a r7.7s, _ . _ NATURAL CONTOUR ~H
#3 0.2 Ac 4 ft 0.75 cfs 0.24Ac 325 sf 360 cf 13'x26'x1~5' ( ) ^°j tae. / 59
#4 Install Rock Inlet Sediment Trap concurrent with D1 Installation. Excavate a minimum of 1ft depth adjacent and approaching M CULVERT N
trap for temporary sediment storage. Drainage and disturbed area is accounted for In trap #2 ~l
~ a t #5 Protect culvert C with a temporary horseshoe shaped pipe inlet sediment trap. See section at bottom right this sheet. o.~ , WETLANDS ~
rn. w; r- w, ;
#6 0.26 Ac Oft 1.25cfs (0.4 Ac) 544 sf 468 cf 18'x35'x1.5' ~ ~ ~ S6 m i a ' 0 143 R• R50, i `7 ~
~ ~ v) 8,>~1'9F . ROADWAY DRAINAGE FLOW ~ R35' M ~ o ~ l
#7 0.35 Ac Oft 1.25 cfs 0.4 Ac 544 sf 630 cf (See area & Dimensions below)15 ft depth ~ o ~ ( ) ~ ~ i N ~ i ~o ,h io a
o '.ti z ~ i~ ~ I 0 0 ~ S6 to FINISHED CONTOUR
O ~ ~ ~a ' 40 ' jC, ~ / r~,~ 39,E ~ ~ 21 ~
Q=CiA z ad' - 0 ~ 3p, C~ ~ DISTURBED AREA z
C=0,35 ~ w ~ z
i=8.90in;hr Iper °Precipitatlon Frequency Atlas of the U S " ~ , I 2 2 NOAA Atlas 14 Volume2, Ver 2.10 yr frequency) ~ v° 2~ ~ ~ z / / ~ ~
f I ~ 2 J.,, rn, U A=Acres N RETAINING WALL / ~ g ~ ~ /
sx i ~ ~ ~ ~ ' ~~s' - N 9'38'2a°E 89'39'15" N89'39'15"~ / 0. <S ~ 89.63' 39.13' 110.94' ~ ~ / -t
~ J s ~ ~i t ~ / - r _ ~ ~ ~ ~ ~ LOT NUMBER p t~ ~ ~ oM ~ ~
~ 3,SOOsf , ' I ~ ~ ~
^ l I ~ Rso~ r7" ~ av ~ i a Q BOAT SLIP NUMBER z ti ~ o~ o
- ~ ~ Proposed Edge I R35' ~ ti ~ ~ of Pavement {t ) ~ ~ ~ / f yP t v J _ U
~ G / ~ r z ~ Rlp ap Apron
~ O ~ . Z` I-
~ \ / 2 ~ D ~ r ~ ~ ^ 0 Curb Inl t at h in Q
~ Oi ~I ? ~ , ~ GURB - SLOPE TO S UTH SIDE TO CURB OUTLET a cic6, e C c Bas ~ ~ ~ / ~ z /
t8~a~ ~ ~ D1 n OUTLET J` I ~~o, ~ ~ ~ D1 Dro Inlet Catch Basin w / D p
Sediment Trap #1 Area & Dimensions per connection of existing 22 ft contour, j CiC61., ~ ~ S.T. #4 ~ ~ S.T. ;W o ~ / ~
~ Volume (cf) = 0.4x 3,800 sf x 2.5 ft = 3,800 cf per equation in Erosion & ~ ~ ~ _ C1 _ CICB2 Sedimentation Control Planning & Design Manual page 6.60.2 - ~''CICB2, ~ ~ O SW1 - Swale ~ ~ W
-a'~ 6 C17 ~t_ ' LP r.. _ ~ " ~ - fig.' - T' 0 0 -•~1D- TEMPORARY DIVERSION
r/' O • i D Q L 1 C7 'j.~ S T »5 i ~ '~~•1. SLOPE TO SOUTH ID / ' / ~ L1p S E / /
C I ~ ~ ~ l~ ~ Cg ~--PROPOSED 50' PRIVATE R!':V C _ p ~ -.•f- D PERMANENT DIVERSION z ~~s ~ ~ ~ o
~ EVENING DRIVE HP E R _ N ~ ~ ~ ~ ~ Level Spreader ~ , ,
n ~ ~ ~~1 ~ ra a C ~ ~ ~ o
e~ 9 , ~ AREA -580 sf _ r r , ~ w w Y ~ J
~~tiVJ2--_,~ i I ~ r 5 1 Sw le 1 w:r- , I ~ WOOD ~ - ~ ~ - W
~ 5:1 Swale 2 i ~ I SW1 ; , lope-0.003 Y Slope= 003 ftft r ~ i - ft.t-. ~ i E- ~
S.T. #3 j Relea to Natural elease to Natural _ 7 r ~ z - 7 lQ ~ Existing Edge of Pavement ~ ~ Q ~
Grade or Permanent Sbv3- Grade far Permanent g - sws- ~Q CONCRETE ~ w - ~ rp x ~ ~
~ Drainage Dram e ' ~ See Sheet # 1) (Se Sheei # 7) ~ ( r ~ r~~ ~ ~ ~ <o r~ ~ ' ~ i~ Temporary Gravel Constructor Entrance
r~ ' B.U.A. BUILT UPON AREA ~ _ IV ~ f. ij
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~ r ! o ~ ~ , - ~ 2~~ Drainage ~ ~ 1 Easement. ' ~ I t~ . EXCAVATION AREA ~ r ~ ~ Tem orar Barcicade Until Road Stabilized P Y
~7 ~ r ~ ~ o ~ ~ _ ~ ~ N, r : ~},:1.
~ ~ N F ~ , - - WETLANDS ~ - . Area reserved /or Credge spat .soil waste
I N d~ ~ deposition 350 i- -1 cy fill required forfirnshed grading
Walter B. ~ o ~ 3 N ' ` ~ COASTAL WETLANDS _ S T n ~ ~ Suitable upland excavated soils to be utilized in road
i i ~ Wetherington ~ ~ ~ ~ - construction I
~ ~ ~ ~ v
7.03- 33-4223 P.I.N. 536 ' Q _ _ o FINISHED CONTOURS SHOWN ADJACENT OR DRAINING TO RIVER z Q
" °j t - - ~ , _ ACCESS ROAD ONLY 0 ~
o ~s?~~ oec ~ ~ ~ Ac~es~ ~onsuu~tion: r ~ TYPICAL CONTOUR INTERVAL=2ft (A Z
' ~ Zt ft CONTOUR DISPLAYED THIS AREAONLY ~ _ I ~ ~ ~ Z ~
- ~`n ~ r ~ ~ ~ : rn ~ ' - OQz ' ~
3 WETLANDS LINE - s~ ~ 2~:r° ~ t' ~ LS ~ S 28°24'49"Vy ~D2 ~ m Z ~ z p~ Top of Grate ~ ~ 0 ~ ~g
~ / ~o t7.a~~+:-) ~ 0 W U
~ ! ~ I ) , i , ; i Z Y 10-10' x 40' BOAT TRAILER AND TObV VEHICLE PARKING SPACES 'i ~ 0 Q ~
Arec ~ ~7Yetands j <J__ _ 20 U's cep Rover \ i ^ 01-OW ~ U c~ ~
i ~ ~ T ~ ~c^c Ccrstruct~o^ cce~s S _ - to ~ ~ s~ ~ ~ ~ fT ~ZwW
- . . N i S 25 16 25 W NOTE: ALL WORK WI IN NCDOT RIW AS PERMITTED ~ _ ~
Wetherjn ton ~ ti _ 9 a - ~ ~ ~ r' ~ ' ~ r~ w Q ~ ToTALWETLANDSAREaDISruRBEDDURINC AND DIRECTED BY NCDOT AGENT AND PER , z = ~ / ~ U
~ _ _ ~ ~ i P.I.N. 5367.03-32-5835 ~a _ ~ , / f\~ , ESTIMATED DISTURBED AREA = 2.98 ACRES RIVER ACCESS ROAD CONSTRUCTION:-3,280 sf NCDOT SPECIFICATI N I N ~ ~ 0 S. w
0h Z ~ h/ a ~ hl / .
\ / t ~ f ~ t5~~""~. W e ~ CONTRACTOR TO VERIFY LOCATION OF ALL ~
i' ,tet~ ^as ~ / - ';'M~~, / ~ ~ - - _ ~ to Poten~~c ~ e*.'c~os Free :a ~ r
~ ~ a~ ~ r ~ ~ FLOOD ZONE LIMITS (AEi ~ \ aisturbe~• 2g6? s` ' ~ / M n ~ ~ o' S 18°05'37"W BURIED UTILITIES BEFORE EXCAVATION Q ~ z
- _ '6 ~ ~ ' ~ ! ACTIVITIES IN THE INTEREST OF PROMOTING
CAMA 75' AEC LItAiTS ~ ~ ~ ~'4 ~ ~ ~ ~ ~ ' U o JOB SAFETY AND DAMAGE PREVENTION w
~ ~ i i -C, ~ / 0
~
~ ~ ~ ~ - a r
NORMAL ' 9 ~ ~ C 'S , 3.22' \ i 1. ~ w I 3 S 11 °00'54"W
I g8 ~ 27 WATER LINE ~ ~ ,~4,' ~ ~ y ; r\
I ~ 4 _ 8. i 01' ~ . ~ ? _.,^~dward Exte'. ~ 57 ~ ~ ~ ~ ! I
sa' v ~ „oastai e: ~ 43,76 ~ ~ ~-Temporary Gravel Construction Entrance
N 2 ~ ~ 5~ _ ~D ~ E ~ 2,86' ~~.~se„ ^y - ~ 0 OUS
~ ~ O e ~ i i O I ~ ~ ~ ~ ~ og6, ~'K~,.. !i O ' N o i n
~ ~ rn r ~ ~ S 04 ~ ~ ~ rs,, ~ ~ ~ ro0. S 04 32 21 W HARD, ANGULAR, HIGHLY VJEATHER•RESISTANT
w o~ ~n o s~ ~ WELL-GRADED STONES d50 SIZE=9" MAX STONE S12E=14" ~ Q
a a ~ N ~ I Q In
Z o N co ~ ~ y' N , N
2 ~ ~ ~ s' ~ v r 2p l:, o ~ r y -'a"AGGREGATE NCD Tu 7 " z ~ 0 5 -~U WASHED STONE) ~~Z
I W ~ ~ ~ °iGl" _ ~ N ro' \ Q i ~ 4
Z ^ ~O z r2jl \ / I h i Z a~ oa ;5~~20~ r~ 2~ - 2, ~ I ~ ~
Cp D` ~ 4~:~%~ ~ o ' ~ ,,.1,._ o w 0 0 n' D O D D CC m ~ 'ir'e _ '1 L 0
~_G^cwc'd Extent ~ ~ ~'>v' ti ~ e Z ~ o,.~ ~ ,fo ~ . _,~+1~~. V J 0
of ,.,,as:., Wetlands _ - ~a~' 0 0 ~J ~ ~ U c'~ N U Z
I - rr; ~j 0~' C/ ~ O Q ~ r" FILTER ~ U
I F _ oh i o ~j ~ Drainage Pipe ~ N ° r. FABRIC ~ TM.--y
, _ Qj A ~ P ® ° ~ r - ~ ~ I
~ ~ ~ ~ ~ 1 ~ ` U. r' 7 ~ - TEMPORARY SEDIMENT TRAP SECTION FOR PIPE INLET PROTECTION ~
- NTS
~r~,- - - Bused ElevateU Q r' , ~ ~ ~ CO \ Q ~ it
o Boat Ramp ° i \ W
4 o ~ % ` \ 0 SCALE 1" 60' S ~1 3 o ~ n ~ ~jt VV11tt
3~ _ , 2 ~ ~ ~12a ~ S 01 3121 W
~ ~ ^~~sed Ex~a~a,~ar, ^e~ ~ ~0 g 9 ~ 56.43 60 0 60 120 180 0 ~ 4amp Access ~ ~ ne' ~ 56.43'
o Discard Previous Plan Sets DATE: 10-45-05
1 o ? 0 10 , , '`1 Permitting Set -Not Released For Construction
GRAPHIC SCALE -FEET ~ ~ ' S 1 O°1 S 10°11'18"E DRAWN BY: JF antl PP
a 11 ~g 5 1 0 , N 62,1 57.25 REVISIONS DATE BY 57.25
1 Tor o,.,......w.,.,,,~s..,,.. a oa nnn~ tF R PP DESIGNED BY. JF
i INv. ,Ncuuiii ,ic iuaUV W cv cvvv -
N 25°23'35"E Preliminary Plat Requirements (For TRC) 10-10-2005 JF & PP
Line swales with Excelsior (or equal) Erosion Control Curlex II Blanket and END. T 8'x ED 16PIER l4 BOAT SLIPS 20.35' ~ S _ 79 ° Preliminary Plat Requirements For Planning Commission 1 11-1-2005 JF & PP JOB NUMBER: 05 05 o „ ( S 79 48 42 W -
~ E~~dD T ~ 4 ditches especially at unprotected pipe outlets until stable vegetation is Following Meeting with Cama Agent _ 12-12-2005 JF & PP SHEET
18.86' established or encountered (adjacent Wetherington Landing Road - unless directed otherwise byNC~OT). Riparian Corridor (De- ~~ogle Earth ew) Curb and Gutter, Catch Basin Pipes and New Finish Contours 03-15-2006 JF & PP 8'86
Catch Basin, Easement. Pipe, Property Line Lot#2, Existing Contours 04-18-2006 JF & PP
Per NCDENR Communications 6-18-2006 JF
Boat Ramp Modification. Per CAMA 8-25-2006 JF & PP
I OF 9 Per DCM-CAMA Permit Agent 9-18-2006 JF

Narrative ENTRANCE CRITERIA & SPECIFICATIONS WASHING
Schedule ~ ~ ~ , ~ ~ Level Top Apron surface 'surface John R. Freshwater III, P.E.
Project Description _ - CLEAR THE ENTRANCE /EXIT AREA OF ALL IF MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES 714 W Corbett Aue. Suite 13 OBJECTIONABLE MATERIAL TRAVELING OVER THE GRAVEL, THE TIRES SHALL BE P.O. BOX 572
j - WASHED BEFORE THE VEHICLE LEAVES THE SITE.
The purpose of the project is to develop a 16.72 acre residential low densily, 181ot, GRADE THE STONE SO THAT THE GRAVEL ENTRANCE WASHING SHALL OCCUR ON STONE AND WASTEWATER SWANSBORO, NC 28584
subdivision with associated recreational water access facilities. The parcel is located 1. Obtain NCDENR, Army Corps, Carteret County, et cetera plan approvals and applicable permits. j I WILL SLOPE AWAY FROM THE ROADWAY AND DITCH, SHALL DRAIN INTO A SUITABLE ON•SITE AREA FOR [phone] WATER IS TO BE DIRECTED TOA STABILE AREA ON•SITE SEDIMENT COLLECTION. [phone]fax
adjacent Wetherington Landing Road and the White Oak River in Carteret County A A WHICH SHALL BE MONITORED FOR SEDIMENT johnfh2o~ec.rr.com
North Carolina. The tract is approximately 1.4 miles from the intersection of 2. Define the work and wetland limits in a manner that ensures that these areas are apparent to ~ _ ~ ~ ~ _ ~ d Wetherington Landing Road, NCSR 1101, and NCSR 1103. Approximately 2.98 contractors and equipment operators. - W I TRANSPORT AND DEPOSITION.
Q acres will be disturbed during the construction. This disturbed area encompasses the
construction of the roadwa s drama a Swale, utilities within the road ri ht-of-wa ,the Evening Drive, Morning Court & Building Demolition ~ i ~ ~ ~ , Y~ 9 g Y ~ II PO O\~ INSTALL GRAVEL OVER GEOTEXTILE FABRIC IN ii \GQ,O ~5Q LOCATION IF SUBJECT TO EFFECTS OF A HIGH WATER POCK TABLE.
water access roadway, parking, dredge spoils area and ramp, Q ~0 N _
3. Install the culvert at the Evening Drive intersection with Wetherington Landing Road per NCDOT _ authorization ands ecifcaiions Construct the tem orar ravel stabilized construction entrancelexlt at ~ ~ ~ ~0~ ~ tt`\~ LENGTH -AS EFFECTIVE, 8UT NOT LESS THAN 50 FEET, I PPQ 5 \
The proposed roads serving the lots are entirely on high, gently sloping ground. The P P Y 9 , \ THICKNESS • NOT LESS THAN SIX(6) INCHES, li
access to a ro osed boat ram and ter descends through a corridor which per the Evening Drive, Construct sediment trap #1 (see item 10 below). Divert drainage from entrance area - P p P P , owner was historically used for boat launching. This route is adjacent jurisdictional towards temporary Sediment Trap #1. Barricade Evening Drive entrance area not stabilized from traffc
Co struction of the ram and ter will Install second construction entrance far access to the existin shed and house, J wetlands and requires flhng a wetlands area n p p ~ 9 ~ ~ WIDTH - f ULL WIDTH OF THE VEHICULAR ENTRANCE - - AND EXIT AREA (MIN, OF 12')
impact Areas of Environmental Concern (coastal shoreline and public trust areas). Class B Erosion Control Stone (Typ) ~ntrol Stone (Typ)
Pri r to land disturbance clear minimal) as necessar far and c the to r r sed n ra s PLAN VIEW 4 0 y y onstruct mpo a y tine t t p, ~a=Len th of ri ra a eon. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED
A CAMA major permit is required prior to construction of the river access road, boat temporary diversions and silt fence as indicated for each area to be disturbed. Careful regular 9 p P P OQ IN A CONDITION WHICH WILL PREVENT TRACKING OR 0~~ FLOIMNG OF SEDIMENT OFF THE CONSTRUCTION SITE.
launching ramp and pier, monitoring shall occur to ensure that additional measures or maintenance are not required to control erasion &lor sediment in all areas. When installing drop inlet basins (D1 & D2) do so in conjunction with 2"-3" WASHED STONE COARSE ~ X55 THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2" g
I Site Description Rock Inlet Sediment trap features, Protect all curb inlet catch basins as indicated on the ESCP detail ( a IN AWELL-DEFINED CHANNEL EX AGGREGATE ` F~ 1~0¢~` STONE, ALL SEDIMENT, SPILLED, DROPPED, WASHED OR ~\~~~g9 TRACKED ONTO PUBLIC ROADWAYS MUST BE REMOVED INED CHANNEL EXTEND / QQ'O\~O~ ~ IMMEDIAT LY.
I sheets. I THE APRON UP THE CHANNEL BA ' THE,CHANNEL BANKS TO ~ >v2 E
~ TH I A majority of the site has previously been used for agricultural purposes. Much ofthis I AN ELEVATION OF 6"ABOVE E OF 6 ABOVE THE MAX. I 1
land is clear other than grass and low volunteer vegetation. There Is a mature tree 5 Clear and grade for Evening Drive and Morning Court Progress so as to promote drainage at all times TAILWATER DEPTH OR TO THE T( BANK, WHICHEVER IS LESS, iPTH OR TO THE TOP OF SUBGRADE REINFORCEMENT 6"MIN. VER IS LESS, GEOTEXTILE. AS REQUIRED THICKNESS STABI LIZED CONSTRUCTION ENTRANCE
and otherwise vegetated fringe along the southerly (river front) side of the property i towards sediment trapping devices. ~i \V - - NTS ~
and coinciding with Army Corps )unsdictional wetlands. The ground level drops from the elevated agricultural high grounds towards the river and wetlands. Drainage of the 6 Stabilize the roadbed areas with aggregate and the shoulders, slopes and swales with seed, mulch and I ~
site is towards the wetlands and river. RECP (Rolled Erosion Control Product =Excelsior Curlex II, equal or better) or sad as soon as I Z
i d passible. i U
I twill be served b individual rivate on-site sewer and water su I The residenha to s y p PP Y Z
facilities. Wastewater suitability evaluations have been performed for the project by 7 Following erection of the sediment fence down-slope of the existing house and shed that are to be _0 STANDARD METALPOSTS I-
i the Carteret County Health Department. removed. Demo & dispose of the building materials at a permitted waste or lantlfll facility. Upon ~ cam letion of demolition and removal of materials, finish rode, seed and mulch denuded areas. ECT I ~ N A'A 3' MIN. STEEL STAKE, i! ~ -2~-0" IN GROUND Q
P g i ~ A FILTER BLANKET OR FILTER FABRIC The property is in an unzoned county area and adjacent land uses are primarily rural FILTER FABRIC I 3' O.C. MAX. I-
SHALL BE INSTALLED BETWEEN THE agricultural and residential. Waterfront Access Read, Boat Ramp and Pier (After appropriate CAMA & other permits and approvals RIPRAP AND SOIL FOUNDATION ~ETWEEN THE 25" WIRE-MESH Z FILTER FABRIC W VDATION HARDWARE CLOTH MIN.
received) ~ d = 1.5 TIMES THE MAXIMUM STONE DIAMETER ~ / FASTENED DIRECTLY 2' ABOVE INLET BOX - ~
Soils ~I I TO POSTS BURY 12" -1 ~ MIN. W Q
of or con truct a a ro ri to h B Ensure adequacy s s pp p a , t e sediment traps, sediment fence and diversions ~ I s ecified in this work area, exercisin extreme care re ardin those between the work limits and the ~ RIPRAP V ~ ~~E RT ~ ~ T~ ET P R~TE('~TI N D ETAI FRAME, GRATE & HOOD ~ 1-- ~ ~ W
h V O One soil type is identified within the site by the Sod Survey of Carteret County, Nort p 9 9 9 i - ~ ~ ®o€~ao o Z
Carolina issued September 1987. The soil map unit indicated is AuB, "Autryville" wetlands. Sediment Fence shall be installed down slope of any dredge spoil, cut & fill slopes, and c o tem orar soil stock ile areas not immediate) stabilized. N T V loamy fine sand. This soil unit is described as occurring on O io 6 /o slopes in well p Y p Y ~8 Q I . - o ~ Z
drained uplands and with "moderately rapid permeability. Wind erosion is noted as a I
potential hazard for un-vegetated areas, The erosion factor (K) is D 10 from depths 0" 9 Construct retaining structures as necessary to limit slopes to 3H1V maximum on either side of the - _ i ~ l I I ~ o o~ 0 8 II n$ ~ ~
to 36" er the Soil Surve indicating low erodibility. Soils within the wetlands and roadbed taking care not to f II wetlands other than as may be permitted. p Y ~I ~I . ~o 0 0
areas sloping to the wetlands and river are inconsistent with this classification WHEN TRAPS ARE FORMED BY EXCAUATION, I I ~ i i ° , ~ ~ I I i i KEEP SIDE SLOPES 2:10R FLATTER I I a I ~ o®° p' 0 W
althou h there is no distinction in the survey, Licensed soil scientist, Larry Baldwin, 10 Clear minimally as necessary to grade and stabilize the access road and parking area, installing pipe 9 I I i t d ~ ~ ~o ~ ? ~ I
found soil types Baymeade, Mandarin, Leon-dry phase and Conetoe in the upland (F) prior or concurrent to filling the area. Once the pipe Is Installed, modify the sediment trap #1 spillway ' 1 B00 CU FTIACRE STORAGE VOLUME ortion of the site, to form a semicircular barrier which directs flow towards the inlet which should be previously protected a~ w ~ I I W
P ' with rock inlet trappinglprotection measures. HARD, ANGULAR, HIGHLY WEATHER-RESISTANT ~ Oo~ Bp Q~~ d ° -1 - D STO E 0 SIZE=9" MAX a I- - WELL GRADE N S d5 9 _
Carolina Engineers, of New Bern, NC provided Subsurface Soil Exploration and j 5 FT STONE 51ZE=14" ~ ~ ~~~'o00Q' ~ ~ °'`~cKC~3J - I- W i ~ Z ~
Geotechnical recommendations for the proposed construction of Evening Drive and 11. Permanently stabilize i.e cover with rock (pave), vegetate, seed, fertilize, mulch (on slopes install MIN ~ I i 1.5 FT i P I P E ~ ~
Mornin Court. Per their re ort no roundwater roblems are antici ated inthese RECP or sad) at all disturbed areas immediately upon completing any phase of the grading work, ~ g p g p p ~2" 3~a"AGGREGATE (NCDOT ~ 1.5 FT Tem orar stabilization seedin mulchin , et cetera is re wired in denuded areas that will not be #57 WASHED STONE) ~ ' o~ Q.
roadway areas. P y g g q ~ ~ ~~fLo ~ brought expeditiously to final grade. Stabilize the roadbed and parking areas with aggregate as soon as t ~ ~~a~ o~~ ~L, ) i # 57 WASHED STONE PLACED TO A ~0 2 EXTEND UNTIL STABLE i >9;n~J ~o`~ 5 FT ~ CONDITIONS ARE REACHED i ~ HEIGHT OF 12"MIN. ABOVE
practicable. ti~ - ~7~ MAX I, TOP OF BOX ~ ~ '
~ - - ~ - a
12 Construct the ter and boat ram in accordance with CAMA s ecifications and directives. Deed e s ds 't~ ~ ~J P P P 9 po ~ ~'2 ~ ROCK INLET SEDIMENT TRAP NTS
General Notes are to be deposited in the area depicted on the site plan or as directed by a CAMA agent ~ FILTEF FILTER SEDIMENT FABRIC INLET CATCH
CROSS SECTION FABRu i 13 Immediately establish permanent vegetation in all disturbed otherwise unstabilized) areas. including FABRIC TYPE-C 1632.03 NCDOT EROSION &
BASIN PROTECTION DETAIL NTS GVERFILL6' SEDIMENTATION CONTROL FIELD GUIDE
Success of erosion and sedimentation control planning is performance based ant' j those from which measures are removed, Remove temporary measures only as contributing drainage i DESIGN ovEF areas are stabilized. Install permanent erosion and stormwater management measures (permanent ( SETTLED FOR FOR SETTLEMENT I~
re wires consistent and careful monitorin .Erosion and Sediment control measures ! 2t" _ _ q g diversion, level spreader. nprap aprons) prior to removing traps and permitting sediment laden flow to TDP , - MIN~~~ - - _ - =r
theirlocations and devices shall be taken,installed,maintained, added or amended as needed to _ Ill-~iii-iii-lit-i~' III-11 I III-111-i i ~ '
o~-ti.~~ _ _ ~ _-1~-lll-LL1=1.11=L1, r vi eff chve control of erosion. sediment trans rt and de osdion until all _ - - _ l IJ 11111.1 I I_II1=111- p o de e Po P Estimated wine before final stabilization 6 months. - ~ °~`-c='=c- a FT MIN ,~t~~b~ _=1 III ~ITi~' ~ ~ III _III_ i Z Q
1 5 FT i-I` ~'-F~"~ -I 2,1 SIDE EMERGENCY BY-PASS 6"BELOW TOP OF SETTLEu^ DAM TO ?B~'95 ~ ~ ~ Q, V
I' i it - c o '4,~: -lit disturbed areas are stabilized, ~ II'-_ 5 FT ^ ~ - - SLOPE MAX The preceding is a basis for construction scheduling. In any sequence, land disturbance is not to occur ~ ,-I ~ I-i ; ~o, ~ Qrr~ dAX hJATURALSTABLEaREA - _ = Z
MAX FILL - - ~ ,.'a ~ O°o , I, pc~,~ - until rescnbed and effective measures to minimize erosion and revert sediment transport are in _ - ~ o o - I P p I ~ .0 l~ 8 ~ ~ h ~Z(n I - }
erse erosion is discovered the ro ert owner or place. I FILTER _I i_ o~ ~ ~ ' o t SIDE SLOPE If during regular inspections adv P p Y FABRIC ' I-III ~ r ~o I- MAX v` `o ~ ~ ~ I ~ 1 m ~ Z
i_ ~ ~;~~Oo _ _ NATURAL NATURAL ~ Z GROUND ~ ~ ~ ~
r II immediate) install sediment fence or other measures down-slo e of GROUND i contracto sha y P ~3FT j ~ NOTES. W Z U
in er. SEDIMENT CLEAN OUT LEVEL MIN ~ NOTES the disturbance, monitor the disturbance closely and contact the erg e LONE-HALF THE ni slcN DEPTH> STONE_OUTLET SECTION t usE FoR t ~ Y~ 1 USE FOR DRAINAGE AREAS vdrl95
NOTEXCEE ~ O~-~W NOT EXCEEDING 5 (FIVE)ACRES 5H:1 V 5H:1V U C~ W
MAINTENANCE 2 EARTH BE If rutting or other excessive earth disturbance during construction result due to 2 EARTH BERM TO BE STABILIZEDwlSEEDINGANDMULCH n Tra ezoidal Sha a Z W Swales to be trapezoidal to the - f" I-
3 USE CLEA V Sha e Swale Section NTS w - p extent ~ 3USECLEANCOMPACTEDFILLMATERIAIrOREARTHBERM Swale Sectl n posslblewithlnprescnbed ~ W =
adverse weather conditions, work Is to cease until conditions are favorable. - ~~S°EC- "E~U~~~~KARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL, ~7 l o NTS easement de th and slo e Q Install Tem ora Liner to To1'1 of Bank p p Z = ~ MACHINE COMPACT EMBANKMENTS p ry aram fer T U p e s. he base width Is to ~ ~
REMOVE SE~ '7ENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS MACHwE ~ Seeding Specifications ACC„M„~QTEC TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS be maximized at all points. (A W
This plan is for development ofthis project to the extent presented herein. If an t Chisel all areas made bare by clearing rip enkire area td 6' depth REMOVED I N A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATEC PART OF THE _ >
i GRAVEL FACING W
individual or entity purchases lots within this subdivision, erosion and sedimentation ~ 2 Remove debris leaving the sail reasonably smooth and uniform , 3 Apply agricultural Ilme and fertilizer and mix with soil (see belowi I ' ~ Q
uffid nt to retain sediment on site as well as stabilization of 4 Continue tilla a until a well pulverized trim, uniform seedbed is prepared at least CrEC~C '"E S'RUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIOC!CAL_~ CHECK THE control measures s ie ~ g DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1 5 FT BELOW THE L01"i POINT OF THE 4 to 6 inches deep, UNIFORM CR GRADUALLY INCREASING Z
disturbed areas, are required regardless of the size of the land disturbance. Also, an 5 Seed on freshly prepared seedbed and cover seed lightly with sod. EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TC SL GHTLY ABOVE LONGITUDINAL GRADE BETWEEN 0.2°b AND 396 ~
' 6 Mulch immediately after seeding and anchor mulch. Alternatively. seed and DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPIACED ~ individual or entity disturbing an aggregate area greater than one acre within the fertilize with h droseeder and use mulch in mix at time of a lication IMMEDIATELY. j 2' MIN COMPACTED V USE COARSE AGGREGATE(GRAVEL)FOR ~
Y PP DIVERSION DIKE A' UEHICLE CROSSINGS ~
! project is required to obtain an approved erosion and sedimentation control plan ~ inspect all seeded areas and make necessary repairs or reseed wrthm the planting season. If stand is over 60% damaged, reestablish by using the original STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMEr~" POOL AND
prior to construction. bme. fertilizer and seeding rates. i DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEED AND MULCH FREEBOARD= 0.3' MIN W
8 Consult Carteret Soil and Water Conservation District offcefor maintenance ~ (MWI MUM) treatment and fertilization after permaner>< cover ~s established j ANTICIPATE 10°k ` SETTLEMENT OF FILL I 1
Other than immediate stabilization indicated in the construction schedule, slopes j MIN ~ _
Apply the Following (in the absence of a sot! testi i left exposed will, within 21 calendar days after completion of any phase of grading T E M P O RA R T E D I M E N T T RA P -i ' I ~ I-
S be planted or otherwise provided with ground cover sufficient to permanently Agncuttural limestone @ 1 ton )Acre - - - - 3"~M '9k
prevenl erasion. ! N I Fert~hzer(1D-10-10)@800 to1,000#1Acre ~ ~~p~
n
I Mulch @ 2 tons I Acre (approximately 80 bales) wheat straw or similar amount of STABILIZE DIVERSION BERM & DITCH UNTH ~ SEED (VEGETATION) & MULCH ~
paper I wood emulsion in hydroseeder. Crimp or anchor 1 tack straw with asphail ' Do not use Bgwd asphalt for anchor with hydroseeder. Q cr
Erosion and Sedimentation Control Practices Maintenance Plan ~ ~ ~ 6' T1'P ~ pip
Seedin schedule and s ecifications rovided without benefd of soil anal sis. 1.33 LBILINEAR FT STEEL ~ ~ N 3 1 SIDE SLOPES MAX - ~ V
g P P Y MIN. POST LENGTH = 4 F 1. For maintenance of Temporary Gravel Construction Entrance l Exit (s} -See Alternative site-specific seed and soil amendments based upon analysis and ~IYZ
consullat~on with USDA agent are encouraged If vigorous vegetative stabilization is STEEL POSTS TO HAVE PR~vECTI0N5 TO FACILITATE TE ii Q Q
details. not achieve via recommendations herein, soil testing and consultation are required. FASTENING THE FABRIC I ~ W LL 0 TEMP RARY DIVER I N ~ ~o
2. Inspect the site and all erosion and sediment control measures after Temporar~~ Seeding Woo
every runoff producing rainfall and no less than once a week until all NT5 ~ 0 m
areas are stabilized with vegetation. Measures shall be added, amended, Date Type Planting Rate cleaned or repaired immediately to minimize erosion and prevent off-site ~ ~ Z U ,Q
FILTER FABRIC sedimentation. FASTENED DIRECTLY TO POSTS -MIN. toga OPTIONAL WIRE FENCE MESH FABRIC U~
~r,~t I-.1Pnl l~ Rre L;rum 1Ub# /Sere REINFORCEMENT ,
3. Remove sediment from behind sediment fence before or when it 1Pni 1 ~ - ~epr 1 C ~em>an `,1~IIct 50# /Acre x
~ EXTEND THE WIRE MESH TC THE BOTTOM OF THE TRENCH becomes 0.5 ft deep. Sediment to be removed from sediment traps when ~ 'RENCH I
o x I the storage capacity has been 50 /o utilized, The spillway gravel is to be CCMPACTEO SOIL OR i I ~ 'rliai.:
r r r eel . I cleaned or replaced when the trap no longe d airs p op y Permanent Seeding GRAVEL i Q a
~i ~~e~~ Ci# ~
4. Fertilize, reseed and mulch areas as necessary to establish and maintain ~ Oa { E I vi orous dense ve etative cover in denuded areas. - X'erh R~ c hrarn ~O #/Acre - _ ~ a
9 9 l nhullyd Bemuida 10 #/Acre - - I I
Pemacola Bahi;t (;ra~~ ?5# Acre ~ ~ oo'~ ~ / ~ ~ ~ SPACE POSTS A 8 ^ C MAX WHEN REINFORCING WRE CING WRE
~ ~ UTILIZED Permanent Measures I z DATE: 10-OS-OS
\(nrch \rn~ Rr~e Drain '_5 #/Aa-e ~ IF W OuT WIRE MESS FOR EXTRA STRENGTH FABRIC ~H FABRIC ! Discard Previous Plan Sets
5. Provide for the on-going maintenance and promotion of vegetation, i.e. 1 lulled Hcmutda 10 # /Acre 4" ~ SPACE POSTS 6' G L MAX DRAWN BY: JF and PP Permittin Set
round cover and otherwise stabilizin site storm drama a routes i - 9 g g ~ I ui~acola l?,ahi~t L~tas~ -10 #/Acre ~ ' 9
including swales, permanent diversions and the level spreader ~ I ' USE FABRIC FROM ~ CONTINUOUS ROLL TO AVOID JOINTS I AvolD JGINrs i Nnt Rplaacarl Fnlr Cnncfrur+inn DESIGNED BY: JF
OR SECURELY FASTEN THE FILTER CLOTH ONLY AT A • . vvw. v. ..wr w. w+v w.v.. NAY AT A REVISIONS
Pernuncnr'seeding Per Carremr ' oiI n 11 titer Conservation I)Istrict Office SUPPORT POST W VERLAP TO THE NEXT POST OST DATE BY JOB NUMBER: 05-05
Sediment removed from behind sediment fence, cleaned off the roadway or
otherwise collected shall be confined in the designated spoils area with sediment SILT FENCE SECTION Following Meeting with Cama Agent 12-12-2005 JF & PP SHEET
fencing until incorporated into upland soil and stabilized during the seeding NTS Catch Basin, Easement, Pipe, Property Line Lot#2 Existing Contours 04-18-2006 JF & PP
process. I Roadway Design Revisions 4-18-2006 JF & PP 7
I ESCP Revisions Per DLQ 6-12-2006 JF & PP
i 9
Per NCDENR Communications 6-18-06 JF OF

50' PUBLIC RIGHT OF WA','
All roadway and associated construction and testing shall be in accordance with North Carolina - - - 1,
Department of Transportation (NCDOT} standards and practices. _ 6~ PavEt~~NT wiaTH vARIES _ John R. Freshwater III, P.E.
SHOULDER SHOULDER 6' 5 ~ ~ 714 w Corbett Ave. Suite 13 SHOULDER DITCH P.O. BOX 572
I Culverts shall be NCDOT approved reinforced concrete or other NCDOT approved pipe for the use SWANSBORO, NC 28584 ~ C
i C~ [phone]
specified. ~ 910 325.17 ( ) 14 fax
i 3 , I M'~k 1 ~4" PER F? S( 1 ^ P R FT. a johnfh2o~earr.com -•---r.- r „ PeR FT. x ,
Testing, reporting and results (proof roll, density, thickness and asphalt, etc.) consistent with NCDOT o~E - ~ r' pER FT a
erf ~ ~~1 approved construction are required to meet the Carteret county c ification requirements. ; ~ ; ~_.-c ~ c o Raw 3~~
~ M0k t~ See NCDOT Access Permit Application M
' \ Traffic control devices si ns, etc. shall be in accordance with the Manual on Uniform Traffic Control (9 ) Carteret Count D-2205104 Y
and t ical NCDOT ractices. ' ~ ~ And accom an in N D T ' p y g C 0 Instruction
Yp p letter dated December 6, 2005
' B TYPICAL ROAD CROSS SECTION 50 R , _ ' 8
paw~MENT~~' EVENING DRI E E TRA 2 8 , ~ SU'PFAC- V N NCE AREA ONLY t
~ 1~ NTS
E" A~;' COUR~E y
w ~ G
H
R=30' - - 18' 14' o
SCALE 1" = 60' ° - I - SS---- -i I r S_T
utvE o - ~ ~ Curve Chord Length TR Curve Table - - R/W - - Z -
60 0 60 1'10 180 ~ ~ ~ cri 3536 ~ r rd Length Radius i Arc Length Chord Direction I ~ o N -7 n 70' W 25 00 39.27 ' N 15 03'03"W i ~
(n - ~ W C~ _ 191 - - - ! R z95oa 8042 _ N71 ~723~1N EDGE Of PAVEMENT EDGE OF PAVEMENT i
~ U C31 ?1 ?5 ! it U ~ ~ Q C5' 9264 2500 12.43 _ N84 1555"W STOP o 55.00 9320 S7800'18"E
GRAPNIC SCALE -FEET L ~ ~ C61 , z _ ~ - t - - ~5--5~- - 7 Wethenn for ~andfn Road L 63 S65 33 4 E g g
~ ~ W „ , -t ~ ~i~ ~ + t 8 5t~t 1 ~ i~ ~ ~ 25.00 ' - ? i C3 _ N87 4C'05"W _Z 50.00 54.11 S80 45'38"E i ~ Z
r - 1 ~ , ~ W ~ ca ~ 29 ~ _ _ ROAD CONNECTION W 50.00'! 29.55 S324 9
° ~ ~ ~ crD 2s r, ~ 3 ~ ~ i .L _ C~11 3248 5C 00 I 26 42 S00 45`35"E NjC~ > W 5C 00 33.08 S3319'50"W~ -
Q ~ L L C6'~ G~ ~ - ~ - ~ DRIVE ~ ~ ~ c~2 ~ z6 n 50.00 _ 26.48 S672T25"W P
o ~ ~ ~ G 3 ~~ENIN~ -f----- ~ : o u C13 a8 43 l - _ Z G " ~ ~ ~ °i ri 'p C14 i_ 2083 Z 50OD~ _ 50.56 _ N6824'04"W 50. 500o zags N2~z42a"w R SYMMETRICAL CUL-DE-SAC
p N ~ C'S 2041 25OC 21.03 S3928'42"E ~ TYP NTS
~ ti ~ C16 82.21 P- N _ G16 ~ ~ ~ C1L 632 ip 1 205.00 a2 n s75 aa'25°E ~ l11
~ ~ - ! ~ / r ~ N G ~7 ~ C1B 29.26 I ~ 205.00 6.32 S87 3529"E 25.00' 31.25 N5542'52"E , }
~ ~ 1 _ ~ ~ , ~ N S~ C25 I 38.98 nn i 25 C0 44.69 ~ S31 18'44"E i ~ Q
~ V_ u o 8 99 4D ~ ~~Q G26 L1~ F~ ~ + n C27 3536 i ?55.00 100.04 Nil 17'23"W ~ I 35' 3 ~ 25.00 3927 N7456'57 E ~
Exi tin r~ S.T. ~S~ I~ o ti s g Edge of Pavement ~i ~ Transiti Curbs to grade at ' 2 4 C13 Q
~ ~ terming on er NCDOT Standards ~ J p PI I - - ~ _ ~ R I T ~
0 O ~ R35.00' ~ ~ C LEI LINE TABLE _ I Z
R50.Ob' See Dro Inlet Detail - ~ ~ ~ ~ LINE LE P ~ u LINE LENGTH BEARING I ~
L2 21 34.99 i N69`03L: W i ~5~ ~ L2 9006 N82'31~.'~V! 3SR -
1 l =-PROPOSED 50' PRIVATE RNV / ~ L3 i • L3 84.30 N88°28'~~V ~ ~ W _
/ L3' L4 L3' 1271 N88"28'd2W I J L4 8.64 N88'28',~2tiV ~ m
~~5 ~~5 5 3? N83 34'; 10~ i-
~_5 ~ Li I _6 5 32 I S63'34::
- 80.981 S88'2P?: ~ i ~ i L8 15881 N19'S4" ~ L 35' 4,5' J
Easterly from the intersection of Evening Drive wl Morrnng Court. begin transltlon PAVEMENT EDGE _5' 55.52 S19`54'>1V Q.
from normal road crown to full 1l4" per foot x-slope at ~ Station 2+00. - ~r _ 42.53 S82`3' - • 35'-- _1 t 34.99 S60`03: s
West of the intersection, begin Transition at ~ station 3+50 (See sections Sheet 9 and flow arrows on plan drawings. i ii ~ i i
SLOPr ^S o
1
A~
2 H ~ ~i~ -2' CURB do GUTTER '
~ - - - -
v o ZQ Recommendations per subsurface soil ex loration O O
U ~ d'M~ ~ ~ N ~ nN p _~dU by: Carolina Engineers cn O - Z
u N ~ ~O ~ p ~ P.O. Box 1595 > Z _
~ ~t ~ O ~ m ~ rri ~ - r-i New Bem, NC 28563 ~ 0 F'
c~N +N NN ~-N ~N ~N 'nN lnN ~pp ad' ~ ~ cow ~ N ~ +N ~ M C~< > > « > > > ~ o ~N m Z Z r~ ~ ~
tn~~ oo; ,,~~QAu-- "All debns, including vegetation and roots, should O
W ~~W +''W ~+W +'W W ~w ~ ~ ~y =Z u J Ul J O ~ N VI O Ul O ~ p o W +W b la ! WZYU +W Y:._ ~i2 Rti~ e ce red and the surface of the road bed and >
EVENING DRIVE o ~ ~ ~ - ~ „ ~ Q J _ J II _ J _ J ~ ~ J In shoulders rubbed. All to soil should be O ~ ~ ? ~ 9 P OI- W n. ~ U O ~
Z ~cn~ a~Y c~~nc\i a~Y a~Y >~ll aJ PROFILE IE ~g ~ ~ Y ~ ~ W~ w\ - ,1 removed from beneath the road bed. The near O W
i ~ ? ? surface cla a soils h i ~ ? F- W y y at t e s to are very sensitive W ~ _ F-
to moisture and will become difficult to grade ~ W = ~ o Q
I I ; and om Z 2 c pact when wet. Moisture related sod ~ ~ U . A"° .uTT R ~"T5~ difficulties can be minimized by performin site ~ W
45' 9
preparations in the deer periods of the year and
I ' usin low round ressure a ui ment to erf W 9 9 p 4 P p orm the grubbing and grading operations. In addition ~
j I I Q surface soils can be rotected from infiltra i Z
I i p ton ' by constructing relief swell and grading the roads ~
~ i to promote drainin rain water. U 9 w
4 0 Soils used as fill in sections along the roadways ~
I 0 should consist of a clean sand with a fnes ~
' I ! I I I content of no more than 15%. The fill should ice
I placed in level lifts not exceeding 12 inches in
i ~ ~ ~ O O K1 f~ c0 cD ~ ~ r'r) N ~ ~ r0 c0 ~ ; ~ thickness, and each lift should be compacted to at
~ ~ d' ~ d' M M N N N - ~ le 1 _z, .~Re & ~~nER ast 00 percent of the AASHTO T-99 maximum dry
c0 u7 ~ ~ !N N- N N N N N iN N N N N density. The filling and compacting should continue
35' o 0 0 0 0' v v a~ v v v a~ v v v ~ v in lifts until the design elevations are reached,
+w +W +w +W +'w +w +w w +w +w +w +w O O ~ ~ N N r+l ~ d' ~ Ln ` - C&° All sub r ,o r-b , ,,,,P, g ode areas shall be proof rolled m accordance
OJ ~J OJ ~ ~ J QJ ~ J ~ J ' J p J Q J O J J with the North Carolina Standard Specifcations,
f11 U U (n U ~ U U1 I U f~ U (11 U U U1 U U (n U U1 I U ~ Section 260-3, prior to placing A re ate Base Course. p 99 9
i ~ ' I Proof rolling shall be performed in the presence of a Q ~ 0~
representative from the North Carolina Department ~ ~ ~ of Transportation or a designated representative J ~ N
30' under the direction of a registered professional - ~ U
~ ~~Z engineer. Q Q
w I The base course shall be a minimum 6 inch layer ~ O
J ~ ~ of A re ate Base Course as d f' ~ ~ ~ 99 9 e Ined in section W O O
~ ~ (n ~/a ` ~ ~ - ~ 520 of the North Carolina Department of ~ O m 1~-5. ="x--~--=
FER F? ' ~ ~ ~ X15'" - _'~~P 3 ~ - O ~ `ARE = Transportation's Standard Specifications for ~ Z
~ 1, Q ~ ~ ~ - ~ ~ ~ i ii Roads and Structures. The minimum asphalt surface U Q
U 25 ~ 5 ~ ' _ i 6 course shall be a 1.5 inch cou rse of Type SP 9.5 A
~~w asphalt as defined in Section 645 of the North ~ ~ '~r i 1 ~ 4 i
N ~ w ~ _ ~ N ~ - Carolina Department of Transportation s Standard m I
~ N ° ' o ~ ~ - - C~' ~ N 1 ~ ~ - ~ Specifications for Roads and Structures.
c0 > i N - These design parameters meet the minimum construction
~ I I J ~ - I standards f Q or residential subdivision roads with goad a _ -rode
~V ~~j - to excellent subgrade soil types. ~,,,w,,y, _ R;N-a> a~~.4 1.~t~~
\ i (n U H P ~ > d.
~F ~ + W
a J DATE: 10-05-05
' (n U Discard Previous Plan Sets
I DRAWN BY: JF and PP
CUR~ ;UTTER T~,~~',~ ~'~N @ CATC- ~~~!N Permittin Set g
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 +00 7+00 J iwL rwivaseu rur Lounstruction Ut6lUNtU tr: Jr
i REVISIONS DATE BY
HORIZONTAL SCALE: 1 " = 40' JOB NUMBER: 05-05
Following Meeting with Cama Agent 12-12-2005 JF & PP
Existing (and therefore Final Grade Profiles and Sections per 2' Contour Interval Provided. SHEET Curb and Gutter, Catch Basin, Pipes and Finish Contours 03-15-2006 JF & PP
Coordinate With Surveyor & Field Verify All Grades And Elevations Catch Basin, Easement, Pipe, Property Line Lot#2, Existing Contours 04-18-2006 JF & PP
8 Roadway Design Revisions 4-18-2006 JF & PP
OF Per NCDENR Communications 6-18-06 JF

i John R. Freshwater III, P.E.
SCALE 1 " = 60' 714 W Corbett Ave. Suite 13
i 50' PUBLIC RIGHT OF WAY P o. Box 572 SWANSBORO, NC 28584
0 60 120 180 I, 60 (91D)326.2008
(91 D) 325.1714 fax
GRAPHIC SCALE -FEET johnfh2o~ec.rr.com
3.5' 3.5' 2.0'
SEE SHEET#7 ~ ~'i CURB &
I 3• M CAR. . GUTTER
G 17 ~ ~ M 0.5"1FT ~
-9,~- 0.51FT i ~ 0.5 IFT 3~'~
~ \ SLOPE ~~c9 L8 C 19 2 + 00 SLOPE ~ SLOPE ~ 1l4 PER FT. 114 PER FT. ~ ~I
C?0 Rai W- t- $
~ ~ R50' `3 M PAVEMENT
v O ~ N ~ C . ' ~ 10' • ,p6 - ~ ~I
rn b~ ~ d ~ ~ cn ~ 2 V ~
O ~0 ~ N I N n y ~ j %
L9 C 9
p 1,5" SF 9.5A
~ _ R30' i i ~ - R5 TYPICAL ROAD CROSS SECTION 50 R PAVEMENT SURFACE
~ r' C 7 EVENING DRIVE AND MORNING COURT ~ 9 ~ ~ a ~ ~ ~I ~ 6" ABC COURSE ~
O ~ 23 ti~ ~ I ' ~ ~ 0~ ~ ~ , ~ (WITH CURB AND GUTTER) \ / ~
~ ~ / / NTS ~ ~ O
113; '~~,~1 ~ U ~1 c~
~ti, z
z
Curve Table o cn
I Curve Chord Length Radius Arc Length Chord D~recUOn ~ , - i ~ zaoa 3r 2e _ 4252 E OT!~EF ROL'"C1 c~ ~ zF _ 24" ~ I~,TA~~ 70 _ X0'34"W ! dLE OTHEF ROC'~~ED/Mi>>UNTABLE CURB ANC _-LITTER SECTIONS ~ Z
~.y~ 'd9 51.00 7.90 cTA?~'~°,A SUITA'dLE TO O~UNLH' IN Ar:~:~OROANCE ~ IvCDOT _O STar.~,;,RDS MAY UTiI_!-Li~ Z I-
51.00 3349 4D'04"VV ~ R~5 MP C2G ~ 6E 09'48"W G21 ~ 6558 51.00 72.85 52~38,~W I 24" CONCRETE CURB & GUTTER pU
C2?' ~99~ 51_DO 30.39 NTS ',<552'17"E ~W
C23 54 25 51 D0 69.17 35.00 40 t2 ~`_3 15'37"W W~
C24 31.96 _ I 25.00 44.69 18'aA"E C?5 38.98 QO
G?
~ LINE TABLE ' ~U 0~
LINE LENGTH BEARING Li 8D 98 S88'28'30"E - - - QZ
_8 158.81 N19'S4'15 E i OQ
L9 !55-52 S19'SA'15"W"W ExaANSaoN ~oINT TY E NORMA'_ GUTTER LINE ~ ~ FRAME, GRATE & HOOD Z
Ltd A2.53 S8231'4"'E EXPANSION JOINT I PAVED ROAD p ~ DEPRESSED GUTTER LINE
EXP. EXPANSION JOINTS I NORMAL GUTTER LINE ~ ~ ~ I i } x DEPRESSED GUTTER LINE I °
\ a 8.. _ \ 4' 6~~ 4 h, ~ ~ ~ I m ~ ~ 1 1 J -
~ CURB ~TIJRE~ (INCL.'.,- "d~; _ - SELEC" ~ °ORDANCE WITh rdCD~;- V' ~ ~ I f ~ 1 B Q j - ~ 8 ~ m
STANDA== = _ - a'JD ASSO~:IATE~~ - - 6.. 6.. _ 2 (n ' ' Z I
STANDAB= ~ 'FIRE o Q
I i ~ , I~ I a x -
PLAN PLAN CATCH BASIN ELEVATION NATION i ELE
a`.= G~„~TTER WITH CATCH BASIN ON STEEP GRADEr NCRMA- C..RB AND G„''ER ON LIGHT GRADES SSE SECTION X-X ~ NORMAL C.,-~9 AND GUTTER Or. S'EE~ GRADES USE ~ BOX TO BE IN ACCORDANCE WITH
CN ._a* GRADES .%AND UNDER ON GRADES OVEK N.C D O T STANDARDS. BOX TO BE
ENLARGED TO ACCOMODATE LARGER OR FRAMES GRA-E MULTIPLE PIPESAS REQUIRED (SEE MIN.
I p~M TABLE` n ~ - - C~4N;~A~~
y~ 64C ' c~ - ~ I y - I -
X x ~ 3'-~~ -I ~ 3 : -I'r-3` j I
1 r - - c A a g° g' I
_ i ~ ~ z _ ~ , `D
~ M
- 1- I I I ~ Q
Y y - wEEP ~ ~ ~ ~ ~ d U
' PLAN DROP I PLAN DROP INLET SECTION-xX SECTION-YY - ~ I I
~ Kl ~ 0 - F-
+ cD O ~ m ~ Z i ~Z ~
t0 I~ N ~ N STANDARD ~ANDARD DROP INLET AND CONCRETE CURB INLET CATCH BASINS ~ g p o
~ ~ N ~ SCALE'. N.T.S. ~t ~ ~ a 4LE N.T.S. W Z Y U
oN c ~ + m 7pQ~- O~-Ow
MORNING COURT o W N W I to.oo io 0o U W ~
TERW 0 PRIVA ) ~ a ~ W D5 ~ (PROPOSE ~ o Z F. W 30 W~_~-
~ W ~ ~ PROFILE VIE ~ 30 loco NW=~ torn tooo C L ~I Z ~ Q
I _ - U
- - rperroot Yc''perroo~ - y ~ ~ ~ / 1 3 / ~
25 ~ Perf~oot Ya,~ perfoot Ys" per'oof ~ Ez~stin Grade 9 t-- ,
45' i Finish Gace W -Existing Grade DATUM ELEV ~
DATUM ELEV Q
~ ~ zl. o0 i 19.00 z -Finish Grade
GROUP Evening Dr GROUP Morning Ct ' ~-I SECTION 0+50 U
I ' SECTION 2+00 W
I ' OI
~I d. ~
40
N ~ ~ o ~ i 30 ta.oo tooo
~ ~ ~
~ ~ `0 v~ d' N N N N C L N O O O~ ~ C L 30
O ~ ~ j O > ~ ~ ~ 25 Y<" perfoot Ya Ya" per font Y,' per'w~ -
+ ~ ~ + ~ 3% 35' - • _ ','perfodt '<-perfoot
vJ d ~ 20 25 Existing Grade
~ U1U ~U U ~U L7U Existing Grade Q Finish Grade
DATUM ELEV DATU ELEV -Finish Grade °
16.00 20.00 J ~ N
II I GROUP Evening Dr I -~U GROUP Morning Ct ~ ~ Z
SECTION 3+50 SECTION 1+00 Q Q ~ u. 0
30 ~p~
w ~ W 0 Om
J ~0 O ~
Q v E~: g Grade ~ ~Z U Q
l ~ 30 fa.oa zt.ls ~ ~i
J _ ~ N q p ~
Q _1 - U 25, - r "Spill" Type Gutter 30 ~ LL
Fl.,-~ 25 C I- C i CI_ ~•T perfoot .4, Der loot W _ _ ~ perfoot ---I,
w 25 ~
Existin Grade q 9 Q ~i; d f ~lMS Existing Grade C~~ O,.I) `1
20 F~ _ -d P:.. _ Pr _ ~ade , Finish Grade I W ~ ~ - FimshGrade 1J~TUlY1 ELG ~ ~
DATUM ELEV al
17.00 20, 00
ZO' GROUP Evening Dr GROUP Morning Ct SECTION 1+50 DATE: 10-05-05
SECTIDN 4+50
rive an c i D Even n TIN Discard Previous Plan Sets R E n ornln ourt a DRAWN BY: JF and PP
Permitting Set
SCALE: t '~=10'
Nnte~ Not Released For Construction DESIGNED BY: JF
3:1 Max Slope
0+00 0+50 1+00 1+50 2+00 3+00 5:1 Or Less Preferred REVISIONS DATE BY ~ - JOB NUMBER: 05-05
HORIZONTAL SCALE: 1 40' I Following Meeting with Cama Agent 12-12-2005 JF & PP SHEET
Curb and Gutter Catch Basin, Pipes and Finish Contours 03-15-2006 JF & PP
Existing and therefore Final) Grade Profiles and Sections per 2 Contour Interval Provided. ~ Catch Basin, Easement. Pipe. Property Line Lot#2, Existing Contours 04-18-2006 JF & PP
Coordinate with Surveyor & Field Verify All Grades And Elevations Roadway Design Revisions 4-18-2006 JF & PP
OF
Per NCDENR Communications 6-18-06 JF

4. / o ~ NF
I N F awt~~ , John R. Freshwater tll P.E,
Jo ce L. Shar sar3;~ Y P 42~~ Matthew E. Foreman r 4~E, 714WCorbeitAve.Sultel3
PJ.N. 5367.03-33-6707 a ~ 223.43' S P.O. BOX 572 P°I"N. 5367.03-43-3fi54 ' sWANSeoRO,NC2a5ea
. _ ~ ~ 82°31'4p'
pl!~ g1''~'--_ s , ~atol3zs-zoos r ! ~ } [phone] tax 98.47' L! r . ` , ~ i ohnft,2o ec.rr.com
~ e.a~ z ~ ~ A.r ~l 1 ~
~ I , zt2,3r 831 '
O`er' ~ ~ PER CCND LOT IS PR Y ~ , PERCCRDEOTI6PRDmaronuEr SUITABLE FOR SEPTIC SY9 TO AT IS PROVISIONALLY 65 ' Ht SEPTIC srs TO Curve Table
a~ITABEEFORSEPr~cavfiTO S[RNE A 4 BEDROOM RESIDENCE BERVEAIBEOROOM RESIDENCE ~l~' - BEDROOIA RESIDENCE PERCCROLOTIS~ROVISIaxAUV 77,79' ~ Curve Chord Len th Radius Aro Len lh Chord Direction
n PER CCHOlOT AS PROVISIONA7.LV OP ~ - ~ SUITABLE FOR SEPTIC SVS TO SUITABLE IOR SEPTIC SV3 TQ ~ sERVEa4sEDROOMRESroENCE _ 148. C1 35.38 25,00 39,27 N15°03'03"W 59 79.91 205,00 80.42 N71°1T23"W
SERVEA4BEDROCM RESIDENCE SITE a C3 2128 205.00 12.43 N84°15'55"1N
0 Z C5 92.88 255.00 9320 57B°00'18"E
WHITE OAK p~ } CB 17.83 2b5.00 N,83 S66°33Y4"E p. .N ~ 2 0 8 2 3 S F l ~ PER CCHD LOT IS PROVIBIONALL~ C7 20.41 25.00 ,
RivER _ ~ 21,286 S F~ q ~ Z Ss , 8~ S F~ W I q PERCCROLOTISPROweIONALLV auITABLEFORSEPr~csvsro 2,03 N87°40'p51N q ~ ~ BINTABLE FOR 6EPTIC 9YST0 9ERVEMaEDR00M RESIDENCE ~ ~ CB 51,5,
p 0.49 Ac. w ° 42,395 Sq Ft a , "4 ,Q 9ERVEAIBEDROOMRESIDENCE ~ , SBD°45'38"E 0 8 Ac.l 0 ~ C9 29.,2 .49 Ac. ' 0 h 50.00 29.55 932°49'39"E e R50.00' ~l0 0~. eW C10 26,11 80.OD 28.42 S00°4b'35"E T
® ® ® ~ rJ ~ ~3 ,9F 31,734 Sq Ft ~ 0 0.97 Ac. , ~ n ~ ~ ~ ~~~~t~' i7 y~ % r C11 32A6 60.OD 33.D8 833'19'60"W
z 0.73 Ac. ~ f ~ M R35,~' pro' `0 / ~ ~ ~ ~ C12 28.17 50.00 28.48 ~ r-- ~ _ N / h ' 38T2T2b'W I ~ „ ~ ! ~o p~? C13 48.43 SO.DO 50.58 N68°24'04"W ~
N.T.S. z 20,99 S Ft ~ S I ~ ~ C74 20.83 50.00 2D.99 N 7° '
.o ~ a ~ ss,• ~ ?p A~3~„ 6,.~ ~ 20,138 Sq Ft ti ~ 2 2426"W ~ 4p3 2~ 0,48 AC. ~ , C15 20.41 25.00 21,03 539°28'42"E
G, ~J. F ~1, )r 9 F ti~ 0 4 ~ Ac ° C16 82.21 205.00 8231 575°08'25"E G C17 8.32 205,00 8.32 S87°3b'29"E
NOTES: C1B 2928 25.00 31.25 N56'42'S2"E ~ i
~ 2 1.) TOTAL PROJECT AREA BY COORDINATE COMPUTATION =16.72 ACRES `~e, , - - - _ _ ~ MO C19 7.89 51,00 7.9D S24'20'34"W w~h V N C20 32.88 51,00 33.49 S47°40'04'IN V
TO APPROXIMATE NORMAL HIGH WATER LINE ~ n -tea N C21 68.b8 51.00 72.85 N72°09'48"W • Q
I / S ry ~eR CCyD EOT IS I'AOV1SI0.4ALL~ ?Q N 9'39'15"E 89'39'15" NB939'1S'E C22 29.92 51.00 30,39 N12'52'3B"W ~ z w ~IaPROVISIaNaL~ ~ '91.61' 39.13' 110.$4' ~ ~ ^ ~ C23 64.25 51.00 88,77 Nob°52'11"E N
2.) TOTAL NUMBER OF PROPOSED LOTS = 18 - ~ 2~~59 Sq ~t s~ITABLEFOasE~lca>s7o r3 SERVE A4 BLCROOA4 RESIDENCE sEPTlcsvsro ~ ~ ~ rROOM RESmeNCE ~J C~ Q ~ C24 37.86 35,00 40.12 S53'15'37"W
0.46 Ac. h 3.) REFERENCE: M.B. 30, PG. 521; D.B. 1064, PG. 29 ~ R5o.oo' 25,52 Sq Ft °h ~ ~ C25 38,98 25.00 44.69 ~ 531°18'44"E ~ z
~ r~ ~ Proposed Edge ~ R35•~' 0.~9 AC. °i N ~ C26 89.40 255.00 tOD.04 N71°17'23'W J w ~ rO C c a~ T. PERCCnoLOT~PROwsIONULv C27 35.38 25.00 39.27 N74°56'S7"E a C
~ 4.) P.LN.: 5367.03-43-1151 of Pavement (typ) ~Jy~ ~ SUITABLE FOR SEPTIC 6YS TO I/'~'n+ C~ Q'~ ~ ...i SERVE A48EDROOM RESIDENCE 25,056 S Ft L Q ~ ti q ~ z o
5.) A SMALL PORTION OF THE WATERFRONT OF THIS PRCPERTY ~S iN A FLOOD ZONE, ZuNE n`O 2 ~ 20,823 S Ft ~ 0 0 ~ ~ ~ F ~ 0.58 Ac ~ ~ q t O
c~ 3 q AE (EL9) PER ELR.M. 3720536600J, DATED JULY i6, 2003. ~ERCa~DLOr~sPaovlsroruLLY =ERCC,DLOTre?ROVISroNUw ~,48 Ac. 6JITABLE FOR SE?TIC SYB TO ~ ~ ~ LINE TABLE z
SJITABLE TOR SEP11C 8Y6 TO ~ SERVE R4BEDROOM RESIDENCE SERr A~S;CROOM RESIDENCE ~ (1 6.) THIS PLAT IS SUBJECT TO ALL EASEMENTS, RIGHTS OF WAY AND AGREEMENTS OF ~ ~ r 'C LINE LENGTH BEARING ~ - >O 1 Lt
'~°2'Za~J7"W ~ ~ RECORD PRIOR TO THE DATE OF THIS PLAT. ~ 0~ O~ ~ V I 34.99 N8D03tl3"W Q Q U Q ~ ,p ~ ~ ~ ,0 ~ ' L2 90.08 N82'31'42"W m ~ ~ QZ~ N 20 537 S Ft ~ ~
'p~ n ~ q ~ L3 84.30 N88°28'30"IN = ~ o O N o0a ~ PERCCHDLOTISaeovlsaNALLV ~ ~ L3' 12.71 N88°28'30"W C t~
7.) ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. 1988. ~ERCCRDLOTis?ROVISaNU.L~ r 0.47 Ac. sulueLEFOasEPr~csvsro N N Q ~ ~ ~ I.. 1 o sERVSaaeEOROOMRESIDErus i` Y~ L4 B.BA N88°28'30"W ~ . Q o ~
p~ sJITAa.EFORSEPr~c3vsro , 8. ALL BUILDINGS SHOWN HEREON ARE DILAPIDATED AND ARE TO BE REMOVED. ~ sERVEAaBeDROOMRESIOEwcE 36~a2'~ C16 1~ ~~8' ~ C1 ~ S.T. - ~ ~ L5 5.32 N83'34'23WV t.. ~ ~ _ V Q. 0 ~ L8 5,32 S63°34'23"E w y;, ~ Z
~ _ ~ ga. ~ ~ _ ~ ~ BEGIN CURB ~ ~ L7 80.98 S8B°28'30"E w o W
9. ZONING DISTRICT: UNZONED ~ ) C7 b ~ ~ I i ~ L8 158,81 N19° ~ ~ J y~1o I, AND GUTTER ~ 5415'E ~ $ / L9 55.52 S,9°54'15"W ~ Z -
10.) EXISTING PROJECT LAND USE: AGRICULTURAL. ADJACENT PROPERTY LAND USES / ~ C6 PROPOSED 5p~ PRIVA_TE RAW c i ~ ~ o R/W ? ~ L10 4. o z s3 6 S8 ° 2 31'42°E ~ C~ ~ N W ~
r AGRICULTURAL & RESIDENTIAL. 20' Drainage ~ I ~5 --'~'-~EN~~ DRIVE i , ~ u, 34.es seo°D3roa°E W 'ti- fA f~
Easement ~ rr ~ ' 11.) ON SITE INDIVIDUAL WATER SUPPLY AND SEPTIC SYSTEMS ~ C3 ~ " ~ ~ ~ - t` i C3 o y Z
r ~ ~ ~ ~ r <1 0 1 ~ ~ Ctl : U ~ 0
There IS No Right TO Build Upon Or N F =_RCC~DLOT~sPROwsanuE~ r r I J _ ' I SJ 7ABLE FOR SEPTIC SYS TO 1 r t ~r W ~ m N i I ~ ~ . ~ ~ < / ~ tE~ ~ ~ o
Otherwise im rove An Of These Lots Untll A Valid s=RVEA4BEDROa~RES,oENDE r~ ~t 20'Drainagd rh ~ i~ ~ p y Walter B. r ~ r j - - -n, Existing Edge of Pavement ~ i'- N ~ i - ~
Written Improvement Permit Has Been Obtolned ~ PERCCHDEOTtsPaovls,owaEr r ~ as f--~~ ~falna ~Easemerrt ~ sulTAS,EFORSEPraersm I ~ _ -'I ~ ~ ..ll rf7rainag~Easemerit~ ~
Wetheringt~n SERNEA4aEDr+oDMaesIDENCE ! I/~ /10RIVefACCBBSrt From The Health Department As Required By State y ~ ~ SurveyortoDeflne} I To RlverAccess fed. E.O.P. 10' ~ 7 PROPOSED SUBDIVISION SIGN 10' WIDE ! WOOD DECKING Z Q / X HEIGHT REQUIRED TO REMAIN ~ Surveyor to Define tacLevel t ~ ~ ~ BELOW 42" MAX ABOVE ADJACENT EDGE
P.I,N. 5367.03- 33-4223 n / ~ ~ ~ s rBadBrPDatcons Law. CONTACT THE CARTERET COUNTY l PERCDRD~oT~sPROmsbNAUY p Spreader Ppst Gonstruciio~ 1 w~ _ OF PAVEMENT PER NCDOT ~ ~
ENVIRONMENTAL HEALTH DIVISION CONCERNING LOT r I suITABLEFOaecvr~csreTO ~ r ` ~ / ~ SERVE A4 BEDROOM RESIDENCE I ~ RER CCHD LOTI9 PR( ~ / ~ U U~ P-R v - - - t CCHD Loi IS PRONSIUYALL V _ - 1
J SUITABEE fOR BEPFH CONCRETE sinTn~EVORSEPr~csvaTO ~ Q' - r ` PROPOSED WATERFRONT ACCESS TO BOAT RAMP AND PIER. SERVE Al BEDROOM RESIDENCE 1
SUITABILITY FOR ON-SITE SUBSURFACE SEWAGE ~ 1 seRVEA4BeoaooM ~ y ~ i~. ~ ~ _ ~ 1 1 r _ - - ~ ~ HISTORICALLY USED FOR SIMILAR PURPOSES.1.37 ACRES TOTAL r ~ _ r PROPOSED WATER ACCESS ROAD 18 FT WIDE ASPHALT PAVEMEM.
TREATMENT AND DISPOSAL SYSTEMS ~ ~ r - _ 23,OS3 S r ~ , 23,OS3 S~ -Ft r- _ ~ , ~ 1~ '
~ r ~ _ °_v cc~D EOT ~~s =ROwsaaA.:~ ~ ~ . ~ 3 12.) MIN LOT SIZE = 20,000 SQFT ~ 60 88~ Ft ~ ~ sJ.Ae~EFORSE?T~cs~sro fl.53 Ac. 1= 1~ - - .~1r _
1 q , ~ S:RY A~ BEDROOM RtSIOEHCE ` WETLANDS ~ 1r a, ~ ; .t~,-, I
N^ coMMlssloN ~ , 1 13.) FOR REVIEW BY CARTERET COUNTY ADMIN., TRC AND PLANNI ~ 1.40 AC, ~ NOT FOR CONSTRUCTION ~ r ~ - , v, / ~
_ ~ ~ ~ 1 14.) ROAD R/W AREA 47,514 Sq. Ft., ROAD LENGTH - 758.56' 53,284 Sq Ft r i + ~ 1, 1c BOAT SLIP NUMBER I ' ~ ~
r ~ ~ ~ ~ ~ ~ ~
1.22 Ac. 52,427 Sq Ft, ~ 15.) 10 ~ UTILITY EASEMENT STREET R~W FOR CARTERt -L~~': ~ ~3 ~ ~ " ~ ~ ~ LOT NUMBER ~ o
ELECTRIC COCPERATIVE (DESIGN pER CARTERET-;,RH.E'. ~P _ / p a ~ ,2~ AC. ~ t ~ N~ N ~ \ - - p,(P~ - ~ Q
COOPERATIVE) AND OTHERS. UTiUTIES TO BE UNDERGROUND. ~ ~ ~ i r _ _ ~ ~ ~ - ~ 5 3 '2,334 Sq Ft _ ~ / j o 1 ~ ~ a
I 16. XI TIN TOPO RAPHY SHOWN - ~ ~ ~ - E S G G _ p~ r~ ~ i ~,.a, 1.20 Ac. ~ ~ ~nozz
~ al,~ WETLANDS SINE w~o,~ a~~ I p N/ 3 I ~5'¢ „ _ ~ , RAMP EXCAVATION AREA ~ ? z ~ 545„ 2'?'~'~~a ~ ~ ~ D Z
- - - I ~ 1 ~ <gg2,5 W ~ ! , s,g2, w./ ~ ~ ~ ~ m Z ~ ~ ~
} cc h ! ! r ^Cry 1 - ~ - ~ WETLANDS ~ ~ p ~ ~ ~g
~w ~ ~ 71,235 Sq Ft ~ r ~ ~ - , o ~ I- o ~ ~roposed 10 Vehicle & I W z U
- ~ 1.64 Ac. ~ - ~ ~ - - , 2a ~ ~ ~ ~ ~ ~ ~ ~ ~ i COASTAL WETLAN > Y ti Boat/Trailer Parking DS o Q F-
~ _,y - - - - , _ _ , ~ z" % _ ~ 01-~W
g ~ , , ~ _ _ _ _ , Walter B. Wetherin ton ~ ~ S 25'16'25"'>ti z W
_ _ ~ _ _ ~ ~ ~ w~ ~
P,I.N. 5367,03 32-5835 ~ - . ~ , r Z, - ' Z=3Q
i ~ ~ ~ _ ~ ~ r ti f ~ ~ U f s~,,~. ,~1 N w
i ~ ~ ~'c Proposed ~ 1, ~ ~ ~ r _ ' _ _ ~ ~ ~ ~ Impervious Surface / M _ , 3 54 ~3'e _ ~ 3
APPROX'~~aa'E BLOOD ZONE L1M1'S _ ~ ~ ~ r r Within We ands . ~ ~ ~ ~ r ~ ~ ~ 36. I W ~~~z~. I
A r ~ ~t'~ r r , ' ~ / ~ / ro' S ' ti r"~ I
ti;, ~ r ~ ~ , CAMA 7~ _4''„ ~ - ~ r ~ ' rv .1 h~ Z
e e n ~ l ~ ~ ~ ~ - ~ r,,~ ~ l t- I U
- / i ~ i~ i E.I.P. EXISTING IRON PIPE I a _ ~ ~ 1 Cover Sheet & Subdivision Plat ~ w
E.C.M. EXISTING CONCRETE MONUME _ i- ~ - 2 and 2A Pro osed Draina a Plan o p 9
E.I.R. EXISTING IRON REBAR - _ - \ ~ / 'I: s ~ E.i.P. s3.2 ' NORMAL ~ \ - ` ~ ~ - - , - 3 Pier And Boat Ram With Channel Excavati a
E.P.K.N. EXISTING P.K. NAIL 2 ~~5 ~ _ ~ - a 3.1T - ~ ~ ~ - / ~ / E.RR.S. EXISTING RAILROAD SPIKE 3;~ s•e,-~ wA.E~ _ ~ ~ ,afi ~ ~ _ P on i~ rv S 1" __~;,G'~`,1'
~ 'ER CCHD LO'f 18 PROV~SY.N E.A• EXISTING AXLE co ~ - ~ ~ ~ ~^~a~ S~~TABEE aR3EPTID3~3T ~ERCDHDLDT~PROmalo~wL~ ~ 4 River Access Road - Enlar ed Plan View and 9 Sections a~~TA~EwRaEPrIDa aTD 5 Riv r A
S.I.P. SET IRON PIPE Landwar~ ~x:e'~ ~ ~ ~ ~t' ~ ~ ~ e~ SERVE A4BEDRDaaREB"' ~C 9).90' . ~ ~ ~ % ~ aERVEA4BEDROOM RESIDENCE _ ~ e ccess Road Plan View And Profile
S.C.M. SET CONCRETE MONUMENT of Coosa ,.e';.~~s T ~ I 6 Revised Erosion And Sedimentation Contr of Plannin
r 22.8 ~ ~ ~ S.P.K,N• SET P,K, NAIL ~ o c, s43.~ ~ ~ :OLD HOUSE HOUSE I ' 7 Revised Erosion And Sedimentation Contr
~ ~ CENTERLINE ~ ~ ; es~, ~ ` ~ - of Details a
R W RIGHT OF WAY ~ ~ ' = `~i, Z ~ ~ s s ~ h R RADIUS 'p s o4°32'~ ~ °w 8 Subdivision Roadwa Desi n - Evenin Driv Y g g e
x ~l ? 3B, ~ / / ~ \ A ARC 9 Subdivision Roadwa Desi n - Mornin Court Y 9 9 v
M.B.S.L. MINIMUM BUILDING SETBACK LiN= Z r ~ ^ ,fig d07 S Ft Q S Ft - Prior to Submission of final plat or conve antes surve v
S DARE FEET ~ ~ q S.F. Q z Y yon enficBlhon 1 certification of o arcel and subdlvlsfon boundaries Includl roedwa is E~ I p ( nG ys) reQulrod.
M.B. MAP BOOK ~ ~ ~~o~ 9 0.9 c. C. I }'(nN
D.B. DEED BOOK ~ ~ a / ' ~ ~ c'' AREA OF ENVIRONMENTA NCERN ~ ,M~~:' ~~'~r A.E.C. L CO h \ J~U ~ rY Z
W WOODSLINE Z a ~ ' ?oo ~ ~ ~ ~ ~ Q
E OVERHEAD ELECTRIC _ _ \ _ o ~ Landward ~x(e ~ ~ ~ ti ~ ~-u.0 o ` ~ 3 ~ ~
P.P. POWER POLE of Coasta~ v.e•~~_; ? ~',Y ti ~ ~ D
G.W. GUY WIRE °a ~s' ? 4^ - ~ ~%c fpm 4 _ o N
S.T. 10' X 70' SIGHT TRIANGLE n ~ a Ir, „ 3 Z ~ ~ ~ Q
CCHD = ART R T TY C E E COUN HEALTH DEPARTw ENT • ~ g ~ A\ U c
; ~ , ~ N N ~ N
0,~.
Subdivided tract property boundary and U.S.C.E. 404 Wetland boundary data o ~ ~ from drawing described below Referenced map includes surveyor and Army ° B kk - " I ,q,~, ,I
Propose.. . erotec Corps representative certificaiions, Map available upon request. Registratlon and ~R~~~ ti
seal of Land Surveyor to be provided on Final Plat as required by orciinance. SCALE 1 = 60 ~ ° ~ J ~ m, 4 ~ Q ~ ,
r', ° ~ , L o ,~~0 V 'o w
60 0 60 120 180 3 _ , - ~Proposec _x~c~e;~„~~ = e~ ,ar ~a. ~ ~ ~
2 Boat Rc~~ ~.ess °~el Topographic and 404 Wetland Survey by ' ° 56.4 ~
• GRAPHIC SCALE -FEET ~ ,
° 0 rP~ t P ~ ° 1 G Discard Pr ' evious Plan Sets DATE: 03-10-05 „w ILO
Land Surv in P• '43'w ey g, A• oc ~ ug 501 W, B. McLEAN BLVD. CAPE CARTERET-SWANSa0R0, N.C. 28584 (252) 3BJ-2129 ~ Q A ~ ~ ' ~ ~,,°0'43 , ~ ~ s ~ _ Permittin Set -Not Released For Construction g
DRAWN BY: JF and PP 57.25' - ~ REVISIONS nail: Rv
for p ~cc
z' z- z' zZ TRC Recommendations DESIGNED BY: JF
Comer Fami! W y D- '0 3-28-2005 JF & PP z~ Preliminary Plat Requirements For TRC) 10-10-2005 JF & PP
322 C Wood Farms Road PRG~:cSE -ER w/ to =-sups a "v 4-_S 74 Preliminary Plat Requirements For Planning Commission) 11-1-2005 JF & PP JOB NUMBER: 05-05
Swansboro NC 28584 252-393-6646 CITY TOWNSHIP COUNTY 18:46' Following Meeting with Came Agent 12.12-2005
NSA, NC WHITE OAK CARTERET Riparicr Gcrr:cor (per Gocc e earth Ae,c . ew) JF & PP SHEET
DRAWN BY DATE JAO FEBRUARY 9, 2005 Curb and Gutter, Catch Basin, Pipes and New Finish Contours 03-15-2006 JF & PP Catch Basin, Easement,
SURVEYED BY DATE SURVEYED Pipe, Property Line Lot#2, Existing Contours 04-18.2006 JF & PP
JCJ NOVEMBER, 2004 FIELD BOOK PACE(S) PROJECT NUMBER Per NCDENR Communications 6-18-2006 JF
NSW 19 48-53 2004179 Boat Ramp Modification, Per CAMA _ 8-25-2006 JF & PP
Per DCM-LAMA Permit Agent 9-18-2006 JF OF

Swale / LEGEND
Drainage Max Side Channel Velocity (fps) N F /
Area Acres 010 cis Slope SIB Bare n=0.022 Grassed n=0.030 010 De th ft / Joyce L. Sharp s82', 4r' N F John R, Freshwater III, P°E. WOOD DECKING 714 W Corbett Ave. Suite 13
E sw1 1.3oAc asl 5:1 a.oo3ft~n 1.eo 1.a6 0.6 P.I.N, 5367,03-33-6707 ''~06' Matthew E. Foreman P.O. BOX 572
223,43' S P.I,N. 5367.03-43-3654 ~ SWANSBORO,NC28584
SW2 * 0.51 Ac 1.81 5:1 0.003ft1ft 1,39 1,15 0.6 82°,j)'4~,~ a (910} 326.2008 CONCRETE
SW3 " 0.51 Ac 1.81 5:1 0.003 ftKt 1.39 1.15 0.6 ~ 98.47 [phone] fax Johnih2o(~ec.rccom
SW4 0,57 Ac 2,06 5:1 0.003 fflft 1.58 1.18 0.6 ~
ASPHALT 212,32 ~ 8 31.65'
SW5 0.73 Ac 2.62 5:1 0.01 fVft 2.48 2.01 0.5
a~ 77.9' - NATURAL CONTOUR
Stabilize swales with RECP &!or sod until permanent grass established. - _ _ ~ N 148.59' ~
'Curb Outlet Swales N ~ Q STORM DRAINAGE PIPE
~
S O Curb Outlet Swale #2: Min 4" Thick Concrete Base Curb Outlet 4it wide x 4.5ft from E.O.P w! std NCDOT 2.5 ft curb M ~ ~ S O' ' ~ w :20,823 S Ft q WETLANDS t
~ 21,286 Sit Ft ~ ` z S M Swales 1,2 8 3 are to transition along their lengths so as tG maximize flat boHom width poor to Intersecting natural grade. ° u ~ 42 39 5 S Ft s Ao 0.49 Ac iq Ft ~ 0.48 Ac. o . 45 yo ~
q a, 39,. Provide depressed areas as {ndicated below at these swaie terminations. N v 3„ E
N ~ N o 0.97 Ac. 10' Level Section ~ 31 734 S F LOW DIRECTION R36' M ~ a ~
Z q t ~ ~ n~ ~0
0 0 .0 0.73 Ac. ~ a s6,.~ 20 99 S Ft . ~ ~ io,oo FINISHED C 20,138 S Ft ti ^ --0- ONTOUR
O N ~ 4~. Qo, q ~ ~ „ 0.48 Ac. 9F o a.46 Ac.
_ Existin G i ~ ~>~~~F 0 9 ~ ~ ~ G~' O:ba~$Ift~wa~egottoru ~ o~ ~a, RETAINING WALL
~ o ,
z ~ ti ~ 20,823 Sq~ Ft Ft ~ ~ ~ ~ l' r 9 ` N _ _ _ SWALE
NTS ~Jo ~ p ~ . 5'min ( ) ~ s r 0.48 AC. ~ a, s, ~ c. s, ? ; N 9'39'15"E ` 89'39'15" N89'39'1~"E
-2~,~~~ Sq Ft 6 ~ ' ~~J1.61' ~ 39.13' 110.$4' ~ ~ i
.3 ~ 0,46 Ac. r ~ ' 20,53 S F ~ o q
25,52 ~ Ft , q t R50' o, ~ . ~ ~ ; ti ` 0.47' Ac° ~ ^ ~ ~ ~ ~ ~ WETLANDS
Draina a Pi (RCP r NCDOT S cficatians Pro osed Ede R35' 0 , 5 9 pe pe pe ) P 9 A 9 AC. ti ' ; ~ N ~ Q ~ 0 ~
of Pavement ~ ~ (ryP) 2 6 ~ ~ 1 29 ~ P~ Drainape Area 010 Dia Grade Outlet Velocity fn=0.013) Riprap-Lined Apron i ; ~f 25,056 S Ft 1 ~ q g a'~ 4 ~ ~ COASTAL WET egrn 6:1 (Max) Swale LANDS ~
Len th L Width W G~~ 3 Begin :1 ax wale r, r ~ 1 Max L n Rudinal 0.58 Ac . (7 0 9 Sbpe `C
A 1.84Ac 6.55 cfs 18" 0.009 6.02 fps Install Per NCDOT Representatlve end Permit 0.3°/0 51ape ? 1 ~ 2 SW5 CIL Elev. 25.26 (+l-) , ~ W
CR Elev. 22.0.5 2 V ~i 0, , ' 8 0.73 Ac 2.60 cfs 18" 0.005 3.83 fps N88'2a'37"w tr + g h~ ~ o, , ~ o a _ ~ 0
183.41 ' n~ g r 9 ~ ~ ~ ~ Rlprap Apron ~ ~
C 1.30 Ac 4.63 cis 18" 0.006 4.60 fps n S End ofSwale / r 8 , o ; "N~ V
O ~I 121.60 (+l-) D 0.09 Ac 0.72 cfs 18" 0.005 2.66 f ^ ~ IS 4W4W Ps ~ 3642'E ~ Cis c i 1 - D1 n ~ ~ Q Top of Grate ~ O Q
Nie i, ~ C17 j__-_--~-` - ~ CIC - Za.1o(+~. a L` LOT NUMBER W clc ~ ~ 0
E 0.51 Ac 3.04 cfs 18" D.002 2,8 fps ~ g8~ P w~~ ~ " ` S Y. ~ ~y ~ ~ ~ ~ T>=~o 0~ 0
F 2.3 Ac 8.2 cfs 24" 0.003 4.22 fps a
~ C BA11P~ DPI p , ti~ Y HP ~ c26 ~ B BOAT SLIP NUMBER 0 ~ ,
~ ~ CS Unless Riprap Apron Specified, Stabilize pipe outlet areas by seeding & RECP or sod until permanent grass is established. Curb OuHet+ i ~ a i~ ~ a ,c
SLOPE STREET TO CURB ~ 4 ~ C3 ~a V' HP High Point , ~ w ~
OUTLETS (TYP). SPILL ~ e m wa r ~ TYPE GUTTER @ g 0.3°~ Slo ~ i Begin 5~,1 Swale ~ i~ r~ I - ~ LP I ~ Low P I n
~ 1 ~ 0.3% Slo ' r SW1 1 ELEVATED ROAD SIDE !L Elev.: 22.11(+!-) ~ Pe , I i vi , A O t W s _ i O J i < i ~
Release to r CIL Elev.: 21.35 (+l-) i 1. - t Natural Grade (TYP) ~ ~ ~ , ~ 01 Dro Inlet Catch Basin - " ~ ~ ~ xlatin Ed a of Pavement ~ p 9 9 I-
SCALE 1 " = 60' ~ ~ , I ~ ~ 5 t swaie ~ . , ~ ~ , End of~wale ~ , 0,3% Sbpe 5:1 Swale ~ ~ D.3°/u Sbpe ~ ~ ~ ~ ~ T.O.C. z
h ~ I ~ ~ 2113 (+i-) i G~ Elev.~21.06 (+l-) . o , Top of Curb 21.06 (+l-1 SW3 ~ ~o~ Y,'
60 6 180 sw2 , i , ~ C 0 0 120 ~ , r 'r~ r -E- ~ -qJ INV. Invert d.
~ / ~ ~ r I ~ r _ f,~ ~ o _ --~"l - - ,
_ ~ i - GRAPHfC SCALE FEET ; ~ , ~ i ~ ~ ~ t:.o P Edge of Pavement
~ ~ ~ ~3 U.$~ S _ Ft r ~ - _ ---r'. Sq , Ft ° _ ~ , , / sw1~ Swale
x.53 Ac.
N F ~ ~ ~ ~ ' N ~ \ - End ofi ~4vi / ~ ~ , ~ ~~clc6, Curb Inlet Cat ~ ~ ch Basin End dfi 14w -1
Walter B. ~ 2o52y+t-~ 20.82 (+1-} ~ ;'M,
C=0.40-0.9 Varies W~ Drainage Area ~ ~ o ~ „ ~,1 _ 1=8.90m~hr (per Precipitation -Frequency Atlas of the U.S.~~ WetheringtOn ~ i ~ ~ ~ ~ ~ c ~ ~ % ~ Permanent Div r i e s on
~ i ~ ~ ~ NOAH Atlas 14, Volume2, Ver.2-10 yr frequency) _ 60,882 S Ft ~ l 1 r--~ ,,r D2
P.I.N. 5367.03- 33 4223 ~ q ~ , ' ~ 'r- r ` - A=Acres ~ ~ ~ ` i i - Top of crate Level Spreader
1.40 Ac. _ ~1 N 1 ~ ~ ~ ~ 97.6'(+l-) ~ _ p
h - I Q. IP, , ° .3 ~ ~ h F p do / zQ
~ 53,284 S Ft ~ . ~ ~ 1 , q o r 00 1 ' ~ YP Contour Interval _ ~ V ~-T Portion of 21ft Contour Snovm to Clarity EXCAVATI N ' ~ a Z
1.22 Ac. ~ a „p ~ ~,vErLANOS SINE 0 AREA _ c7 ~z=
~ °iv, "M` _ ~ ~ r` ~ .3 "Y~b . ~ r ~ -r _ _ (A ~ _ ~~~C~ Lu „ - Q Q Z
- 0„ / « I . ~ , 1 q5, 52,427 Sq Ft , " , ~ ~ ~ i ~ ~ ~ ~ ~ / m Z z ' c:, ~
~ ~ I _ i h ~ Mti ? ~ ~ N F 1.20 Ac. ~ h 1 ~ s.sz
1' ~ Wetherln ton 20 ~ En fSwale ~ / •~°j. ~ ,-r - ~ W U
_ 21.z2~1- ~ ~ h DISTURBED AREA LIMITS SEE ~ 0 Q ~ ~ - 01-Ow
P.I.N. 5367.03-32-5835 c ~ I M,~ ~ , r~ EROSION & SEDIMENTATION CONTROL PLAN ~ 0 ~ ~ j 2~'~6~„ rr ~ -
~ 71,235 Sq Ft ~ 404 Wetlands C' - - ~ ;f'--„ W i~ W~_
AnnyCorpaJuriadicEonelCenrl~lron ~ ~ ; - 52, 334 S Ft 1.64 _ Ae. on Source Drawing Dated 06-042005 ~ i _ _ _ _ ~ - - _ , O ~ ~ _ ~ / ~w ~ Q
- - _ ~ 1.20 Ac. ti z ~ = v I-
010 Permanent ive _ = ~ ~ - ~ ~ _ '~~~a° ~ 1° D rslan 8 Leval Spreader 0.4x 8.9 iNhr x 0.8ac 2.8 cfs f+ ~ / S~ . ~ impervious urface ~ ~h s S, $ ~ w 'S - . IMPERVIOUS SURFACE WITHIN
- ~ ~ ' ~ Wlthln Wetl nds ~ ~ Permanent Diversion 0.003 ftlft - _ _ ~ ~ ~ ~ / / E 3 ~f ~ WETLANDS:-1,910 sf ~ e W
Computed: Flow Depth = 0,86' ~ ~ V' o t~ ~ - ~ ~ j ~ 1 ~ / ~ POTENTIAL ADDITIONAL ~ ° . `y~ h
Velocity =1,43 fps ~ ~ ~ r CAMA 75' AEC _ , ~ - ~ ~ ~ / f O S 18°O5 3 W WETLAND AREADISTURBEO - ~ DURINORE7AININGWALLAND ~
I 2' MIN I WETLANDS ~ ~ ~ ~ CUL DE SAC CONSTRUCTION _ +Z IN THIS AREA:^960 of (95'x10') ~
COMPACTED ' ~ ~ - _ _ , ~ ~ ~ ~ ~ , / _ / ~ U SEE SHEET i6 FOR ADDITIONAL ~ • ^ ~ " W
_ - , POTENTIAL WE?LANDAREA - ~ ~ ~ ° / ~ ~
FREEBOARD= 0.5' MIN ~ V ~ ~ ~ ~ ~ ~ ~ r~" ANTICIPATE 10% ~ t v" / ~ DISTURBED DURING RIVER ACCESS ' ~ l ' ~ ' - ~ ~ ~ ~ Q ROAD CONSTRUC710N: -420 of \ ~ '
SETTLEMENT OF FIIL pLOVy 93.22' NORMAL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ "J i ~ a , \ ,
MIN ~ 9~8 IGH WATER LINE ~ _ ii ° S 11 00 54'~,ti ~ l
~ ~ 98.01 ~ ~ Landward Exte~.' ~ ~
3:1 SIDE 57,80, ~ , ; c of Coastal Wet'a~as ~
12" SLOPES MAX N - 43.76' ~ ~ ~ ~ ~n N 104 Wetlands ~ ~ ,
STABILIZE DIVERSION BERM&DITCH WITH I ~ ~ ~ 22.gg' Proposed Retaining ' I,~~T~ ~P'`~: MIN. SEED (VEGETATION), MULCH AND RECP OR ~ a~i ~ SS,g<q,~ Wafi~Bulkhead ' ° Amry Carpa Juriadictionel Cerlifwation ~ on Source Drawing Dated 0&09.2005 ;
SOD IMMEDIATELY FOLLOWING `r ~ ~ ~ ~ ' ' m .r 1 r ~ S ~4°32 21 „W ~ - CAMA75'AECUmite
CONSTRUCTION N ~ ~ ~ ~6P , c - sz ,h ~ ~ ~ ~ 39,007 Sq Ft OC ~ Sq Ft ~ \
t+ ~ N cc 36' o, ~ ~ ~ PERM ~ ~ ~ ~ ~ I ANENT DIV ER I N f- I o
~ 0.90. Ac. Z N - °j~ NTS 2 ~ ~ ~ Ac. Q - o
~ ~ ~ z ~ t)?4~ ' ~ ~ ~PY, r-~ ~ ~
~ _ ^ ~ ~ __ea Z ~ Retc gall N \
S7 -~U \ ~ ~ ~ ~z C ~ ~ ' _ IMPERVIOUS SURFACE WITHIN
~ d. CQ'+ sF,'~ ~ Oq6 \ . ~ ~ Q Q '.l ~ AEG -1,800 et I,j„ ~ ~ ~
+o'M~N ~ ~ rQ: ,S~ ~ ~ ~ ~andward Extent ~ ~J r'~ ~ ti~ ~ ~ ~ ~Q~
20' TRANSITION MATfhVG Coastal Wetlands ~ ~ ~ %IMPERVIOU9WITHIN ~ ~ ~ ~ 'i P'oDoeed AEC: 1800 of a ~ ~ Rereutmg ~ 61~~x100=29.4,6 ~ 0 m
STAPLE IN MACE HEAW DUTY `MRE ~ CO 3 Gy STAPLES IZ"MIN ~ e' JEQiy s M N Normal High Water W i a I (jYP) ~ O 0
i W Q; = 0.5 3.5' I 'b ~ ~ \ j' ~ l V Z Q . n w La ~x d ~ C LIB,
I- ~ OWa / \ 0~ ~G S $ _ BURIED EDGE B'NN ~ "J - ~ ~ of Cocste wercres i- 1` U
J- 'l. ? ~ '`aE~
ti ~~0 ~ A" RI ~ ver 2 800ft Wide th~s '"e~ R E TI N ~ ~ ; a P i ~ S
StP~, N ~06 ~ ~ ~ ~S T r'o: D Proposes _ ~.c'ec ~ °
`0 5 Boat Rcm~ ' ~ \ ~ ~ YY
~,i/ G,- LEVEL P o 4 - RE ? ADER P LAN VI W E
NTS Ebb P, z ! ~ as F E • ~ rPIiP,S ~ittr ~ 01 °3 ~ ~2', ENLARGED VIEW AT CUL•DESAC
1 0 ? ow Proposed Excavc. ~ ~ Area _ ~ ~ NTS o.
CONSTRUCTION SPECIFICATIONS ' o ~ ' Boat Ramp Access :;~anr;en~ a 56.4
0(cfs) E.W.(ft) DEPTH(ft} LENGTH(ft) 7, THE MATTING SHOULD BE A MINIMUM OF 4FT. WIDE EXTENDING 6 INCHES OVER THE LIP ~ AND BURIED 6 INCHE9 DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER ~ ~I c ~ ~ ~ ^ „ i Discard Previous Plan Sets DATE: 10.05-05
0-10 10 0,5 10 EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE / o / 4
WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES IN LENGTH. \ g • < Z"W • r\Q ~r~ 1 s ~ o° ~ ~ = Permittin Set -Not Released For Construction g ' DRAWN BY: JF and PP
2. ENSURE THAT THE LIP IS LEVEL TO UNIFORMLY SPREAD DISCHARGE. 62 ~ 57.25' REVISIONS DATE BY

3. THE LIP SHALL BE CONSTRUCTED ON UNDISTURBED SOIL, NOT FILL. Z fi TRC Recommendations 3-28-2005 JF & PP DESIGNED BY: JF
4. A 20 FOOT TRANSITION SECTION WILL BE CONSTRUCTED FROM THE DIVERSION CHANNEL Preliminary Plat Requirements For TRC 10-10-2005 JF & PP
TO THE SPREADER TO SMOOTHLY BLEND THE DIFFERENT DIMENSIONS AND GRADES. PROPOSED GIF``" ( BOAT SLIFH 20.35 79`48 42"i SURVEYOR TO FIELD VERIFY FINAL GRADING. Preliminary JOB NUMBER: 05 05 PROPOSED FINISHED CONTOURS SHOWN IN RIVER ary Plat Requirements (For Planning Commission) 11-1-2005 JF & PP
5. SEED AND MULCH WI RECP or SOD THE DISTURBED AREA IMMEDIATELY AFTER CONSTRUCTION. I g g6 ROAD VICINITY ONLY. Following Meeting with Came Agent 12-12-2005 JF & PP SHEET
Riparian Corm--- ae- Soogle Earth c View Curb and Gutter, Catch Basin, Pipes and New Finish Contours 03-15-2006 JF & PP
Catch Basin Easement, Pipe, Property Line Lot#2, Existing Contours 04-18.2006 JF & PP
W h i t e ~C e r SAI Per NCDENR Communications 6-18-2006 JF
t~ M Boat Ramp Modification. Per CAMA 8-25-2006 JF & PP
Per DCM-CAMA Permit Agent 9-18-2006 JF OF

NF / /
I Joyce L. Shar ss•-- „ p 23142E NF
P.I.N. 5367,03-33-67 ',os, 07 LEGEND Matthew E. Foreman John R. Freshwaterlll, P.E.
/ 223.43' ~ 714 W Corbett Ave. Sulte 13
82'3 p '4 P.I.N. 5367,03-43- P. 3 6 5 4 0. sox 572
/ / ss,a~' WOOD DECKING swANSeoRO N C 28584 98Ar'
o~ [phone] [phone] flax
CONCRETE Jahnfh2o(~ec.rr.com zfz,3z. 83 ?
65 r ~
' DRAINAGE rr, rs, AREA
B OUNDARIES
148,59' ~ *u N r 1~
L C ONTOUR NATURA
o. 1 w :20,823 S 1=t
21 o Z c ,286 S Ft o ~s q 36 S Ft q r~ -
N 42,395 S Ft '~~o r N ~ q a, ~9. 0.49 Ac, J 0.4$ Ac. ,o~ , ~ _ T S ORM DRAINAGE PIPE ~ 49 Ac. / ~ ; ,
~a 0.97 Ac. _ ~ R50' o gti ~4~
g 31,734 S Ft q M 0 h ~ ~ ~ ~ ~ ; ~ i WETLANDS A
,0 0.73 Ac • n A ~ ~ ' ^ 20 9 a~' ~5,,,~ , 9 S Ft o
Z Ov9' ~G 20,138 S F q ~ ~ ~ 3 , q t ti -~•rF--
~ C 9• 0.48 A ~ FLOW DIRECTION E 4,46 Ac. c. , F""'` 3,
I ~ ~ 2 0 DRAINAGE AREA o 00
~ FINISHED CONTOUR SW3CIC82 o ' M
o e~ 0.42 Ac.
s. ~ 25,525 S Ft . ?Q 59 S Ft q - ~ q R ?5, N 9'39',5°E ~ ~ .N ETAINING WALL 89'39' 15"E
0.59 Ac. 3 0.46 Ac. - . 91 61' 39.13' 110,94' ~ , ~
R50' ~~v _ F - ~ o / q ~ SWALE
ProposeC Edge R35' ~ of Pavament(typ> 20,823 S F r 0.47 Ac. ~ a
~ q I S F ~ q ~ Q ~ 25,05 ~ . Ft o ~ - ~ WETLANDS
~ ` ~ ~Y~i==:, 0.48 Ac. DRAINAGE AREA ~q ~ 3 Ac. . ~ ~ BAc.
DRAINAGE AREA II SW2• CURB CUT ~ :A ~ ~ sw5
_ SW4 Nes':<:' ~ H 0.51 Ac. N4 _ U ~ , ~ i COASTAL WETLANDS ~ ~ ~ ~ DRAINAGE AREA ~ ~ ~
(D 08 Ac in CICBIISW3 0.57 Ac. I :y ) la ~ - Q ~ SW5 - D1 ' ° ~ a
~ ~ ~
i 1 S~ ~ Ri ra A ~ p p Aron Q - M ~ ~ V Z
` 6 42 E - ~ N78'3 ~ ~ SW4 : ? ~ gg.1~~ P.' - B - ~ W~ ~ -
- o ~ ~ ~ ~ 0
PROPOSE ' .y~ ~ D . s. r ~ LoT N UMBER w
D 50' PRIVATE RlW C ~ ~ ~ HP ~ Q
t ~ i L i . QJ >
SW2 + - = y GJ 8 BOAT SLIP NUM N - BER
--curb Ou r ~ ,
'r i ~ Sw1 i r ~ ~ NP ~ Hi h Pant ~ A
I ~ _ 0 i ~ - - ~ ~~J ~i.~ ~ w
- , i ~ ~ J ' / xlstingEd eofPavem l.P Low Point 9 ent _
y" ~ - ~ ~ ! l r / _ ~
Z r SW3 i / D1 ~ Drop Inlet Catch Basin Z
r,
v; ' - :-1 - _ Top of Curb a ~ - ~ ~ ~y' ~ , ' ,
C;~ ~ ~ ti ,o - / ~N~ Inv ert ,1
NF ~ f1
~ ry~ ~ E o P Ed a of P v ~ , ~ ~ 9 a ement
Walfer ~ ~ ~ ~ B ~ ~~3 F ~ ~ q ~~3 Ft~ ~ s q ~ w7~ Swale
a ~ Weth r e in ton 1 . , 9 ~ ,~i , a~
~ , I P.I.N. 5367.03- 33-42 6882 S Ft ~ ~ ~ , , ~ I , / C!C81~ Curb Inlet Catch Basin ~ ~ , ~ ~ ~
23 q z 1.40 Ac. ,3 ~ _ ~..r~~ ~ - ~ _ ~ ~
4, I ~ ~p o, ~ ~ . ` i i
~o \ o, t A~- - D i
~ ~ ~ 53 284 :3 ~ ~ Sq Ft 3 _ ~ - _ _ _ ti / ~ 1 - Q
- 1.22 A ~ a - - ~ ~ = ~<~a ^ ANDS - ~ ~ Zo p~
r' ;0 nj - ~l ~ °j h ~ ~3 N~ . . a U - ; ~~-z
~ h . po5 52,427 S Ft <s q ~ 1v / , - ~ z ~ ~ ~
.h N N F 1.20 Ac. ~ ~ 2 ~ ~pZ 2 ~ ~ ~ m s Z
~ _ ~ ~ ~ s, y2 Wetherin ton - ~ 9 ,w - _ _ ~ I .r' Z 9 ,r 2 ~ ~ ~ ~
f~ P,I.N, 5367,03-32-5835 0 - - - ~ ~ ~ , ~ ~~o o WZYU
I ~ 71,235 $ Ft ~ ~ ~ _ - q J > i ~ OQ~-
• ~ ~ 52 334 F 1. 4 s° ; 0 W . _ 25° 16 25 W U O
_ _ Sq t 6---~~: _ ~Z~W
~ . ArtnyCorpeJunad~tionalCemfinoor Z _ _ ~ on SourceD~awing0ated08-09~2005 ~ A~ \ ~ ~ ~ ~ ~W=~
I - t o ~ ~oe~~lous urface S s ~J_ Z=~Q
„ . Wetl nds ~ / / ',5 ~ ~ ~ 3'. ~ . ~ w
5'
~ ~ CAMA 75' AEC _ r5 ~ ~ , , ~ ~ ~ ~ ~ ~ ~ S ~ 8°0'37" W W
\ \ _ .i ~ - , i LANDS ~ ~
x. _ ~ Q Z
v~ ~ ~ _ -
~ ~ ~ ~ ~ / ~ _ ~ - ~ ~ ~ ~ U W
s3.2~ 2r NORMa_ ~ ~ ~ , ~ ~ gs IGf1 ,tia~~R LINE ~ ~~`'~,e ~ ; ~ 0
s J J°o; s4"w a
~ 4 y Landward Exter; ~ C eAr ~ ~ ~ /
~ ~ / of Coastal Wetc~os T rr 51,ga ~ ~ 1 ~ c
~ ~ ~C ~ 43.76' ~ ~ / ~ ~ Cn V22 6B, ~ ~ ,o ~ O ~ ~ ~ , aroposed Retolr'~y ~ M~
~ ~ - p es~, ~ dvoll~Buikhead ~ ~p ~ /
z ~0 lr r 0 N S d' ~ 2 ~ ~ ~ "~r~;
5 I Q i P ~ ~ 523 , i 39,007 S Ft 7 S Ft ~
e ~ ~ q z ~ o ~ ~ .~2 q r\
4, 0.90 A . SCALE 1 60 ~ ~ ~ ~ 0,~ Ac.
Z ~ ~ ~ ` , ~ ~ ~ p ~ Zp _ ~ ,
~~9' -~rcpcs°~ 60 0 60 180 0
h ~ ~ Ketoir ,Vall I d. ~;;z, 5~~~ - ~ ~-NN
_ ~ Cpd' a; ~0 ~~x _ GRAPHIC SCALE FEET ~ ~ ~ ~ , '~~U
s ~ ~ ~ Landwo~C Extent ~ Z Q a
of Cocs'c Wetlpnds ~ ,t~ rV° ~ ~ i W u. 0
,r, ` ~ ~ .p N wpO
.ti ~ i ,h~ i ~ ~Om
.o~ a ~ 0 N ~ ~Z U
~ ~ti o ~ - ~ ~ ~ VQ
_ ~ N ~ i _ ~ N
6 ~ ~ i o ~ M
Propcse~ Elevates 5 a ~~ot Ramp
4 r o ~ _
c ~ nn ~ , ' ~
ti ~ ~ O` v ~ ver 2,800ft Wide t s 4rea a ~ - .'2~ ~ Proposea ~xcavatic = ea tc- ~0 'I°~ ~ 1 s- c _ ~ w
Boat Rc~o Access ~-~nr,e'~ ~z ~ 56. _
0 r-h -t-J 1,,
° 10 / 0 Discard - ~ Previous Plan Sets
~b o,' , d~ b T g ,Og , 'ae Fr N ~ ~ i9 a~ ' • - ~ K DATE; 10- S _ P8 05-05
ow * Ec rm~ttin Set Not Retea E~. ~ _ g sed For Constructi 5~.~~ on
~ ~ I _ noa~n,r,~ ov.
REVISIONS i • VF tariu rr
N 25`23'35' z _3 _ TRC Recommendations DATE BY
PROPOSE-7 _ 10 SLIP ® S 20.3 3-28-2005 JF & PP DESIGNED BY: JF 20 Z V Prelimina Plat R uirements For TRC 10-10-2005
r o ~ JF & PP Prehminary Plat Requirements (For Planning Commission
Riparian Go oer Goo - wer (SA, _orth A r- ) 11-1-2005 JOB NUMBER: 05.05 18.E. JF&PP Followin Meeting with Cama Agent
12-12-2005 JF & PP / Curb and Gutter, Catch Basin, Pipes end New Finish Contours 0- SHEET
315-2006 JF & PP Catch Basin, Easement, Pipe, Property Line Lat#2, Existi Contours
n9 04-18-2006 JF & PP Per NCDENR Communications
6-18-2006 JF Boat Ramp Modification. Per CAMA
8-25-2006 JF & PP Per DCM-CAMA Permit Agent OF
9-18-2006 JF