20140386 Ver 1_CAMA Application_20140410

20140386 w
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 8, 2014
MEMORANDUM:
TO:
FROM
SUBJECT:
Applicant:
Project Location:
Karen Higgins
Division of Water Resources
Jonathan Howell
Major Permits Processing Coordinator
John E. Skvaria, III
Secretary
urrd
t�lt�Z 0 t dd'd
CAMA/DREDGE & FILL Permit Application Review
Charlene Hahn
Onslow County, at 149 Fredricka Lane, in the Town of Swainsboro.
Proposed Project: Proposes to construct a driveway by filling 1,940 sq ft of 404 wetlands. The fill
material will be stabilized by a retaining wall on either side of driveway. An
18" culvert will allow water to pass under the driveway.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 28, 2014. If you have any questions regarding the proposed project, please contact Ryan Davenport,
Permit officer at (252) 808 -2808 Ext. 210. When appropriate, in -depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments
SIGNED DATE
e. b
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone- 252 - 808 -28081 FAX 252 - 247 -33301 Internet www nccoastalmanagement net
An Equal Opportunity/ Affirmative Action Employer

3 8 c o N v 0

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Charlene Hahn
2. LOCATION OF PROJECT SI'Z'E: 149 Fredricka Ln., Swansboro
Photo Index - 2000: 33 -436 grids (A -9)
2006: 33 -6542 grids (W -10)
State Plane Coordinates - X: 260071.67 Y: 35022.153
Longitude: 77008'16.60" Latitude: 34'40'57.74"
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/11/14
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 3/5/2014
Application Complete- 3/24/14
Office — Morehead City
6. SITE (DESCRIPTION:
(A)
Local Land Use Plan —
Swansboro dated 11/25/09
Land Classification from LUP — Low Density Residential
(B)
AEC(s) Involved: ES
(C)
Water Dependent: (no)
(D)
Intended Use: private
(E)
Wastewater Treatment:
Existing — On -site septic
Planned - None
(F)
Type of Structures:
Existing — Single Family Home, Boardwalk
Planned — Driveway, Retaining Wall, Culvert
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
7. HABITAT (DESCRIPTION:
DREDGED FILLED OTHER
(A) 404 Wetlands N/A 1,940Fe N/A
(D) Total Area Disturbed: 1,940ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
PROJECT SUMMARY: In an effort to provide vehicular access to an upland waterfront
area Charlene Hahn proposes to construct a driveway by filling 1,940Ft2of 404 Wetlands.
The fill material will be stabilized by a retaining wall on either side of the driveway. An
18" culvert will allow water to pass under the driveway.

Field Investigation Report:
Ms. Charlene Hahn
Page 02
9. Narrative (Description
The Charlene Hahn project is located at 149 Fredericka Ln. in Swansboro. This property
is located by turning south off of Hwy 24 and onto Old Hammock Beach Rd. Fredericka
Ln. is .85mi down on the left. 149 Fredericka Ln. is near the end of the road on the left
Ms. Hahn's property is 176,853.6 sq.ft in its entirety and has a shoreline length of 693'.
Elevation of the track ranges from 0' to 20' above NHW. Presently there is an existing
single family home on this tract. A 6' wide elevated boardwalk crosses a finger of Coastal
Wetlands to provide pedestrian access to the shoreline. Coastal Wetland species include
regularly flooded Smooth Cordgrass (Spartina alterniflora) in the low marsh and
irregularly flooded Black Needle Rush (Juncus roemarianus), Sea Lavender (Limonium.
Spp.), Glasswort (Salicornia spp.) and Spike Grass Distichlis spicata) in the high marsh. A
fringe- of ACOE Section 404 wetlands exists landward of Coastal Wetlands. The high
ground vegetation consists of various grasses and woody vegetation.
The Swansboro Land Use Plan classifies this property as Low Density Residential, with all
AEC's classified Conservation. This section of Foster Creek is not designated as Primary
Nursery Area, is not open to the taking of shellfish and carries a water classification of SA.
The substrate in this area is mostly sand and silt. The 404 wetlands jurisdictional
determination was approved on 9/20/12 by the USACE, File Number: SAW 2012 - 01527.
10. Project (Description:
Ms. Charlene Hahn is proposing to construct a driveway to cross an area of wetlands in
order to provide vehicular access to the high ground waterfront portion of her property.
The wetland area crosses her entire property therefore there is no other way of accessing
the waterfront. The driveway would consist of a 96.2' and a 100.6' retaining wall
constructed across the wetland Clean backfill would be placed between the walls. A 24'
long culvert that is 18" in diameter would be placed through the 20' wide driveway to
allow for hydrologic flow. All Coastal Wetlands would be avoided during the construction
and the driveway would be placed outside the 30' Estuarine Shoreline buffer. Ms. Hahn
has not proposed to pave the driveway with concrete, asphalt or rock at this time.
11. Anticipated Impacts:
The proposed driveway would fill 1,940ft2 of ACOE section 404 wetlands. The driveway
would increase impervious area on the property but would be well below the 30%
threshold and the absence of concrete, asphalt or rock would allow some absorption of
rainfall. There would be no Coastal Wetlands affected by this project.
(Marne: Ryan (Davenport (Date: 4/2/14 (Morehead City

March 4, 2014
Mr Ryan Davenport E
NC Division of Coastal Management
200 Commerce Ave
Morehead City, N C 28554 MAR 2014
Re CAMA Mayor Permit application, Ms Charlene Hahn
149 Fredericka Lane, Swansboro, NC D04' CRY
Dear Ryan,
On behalf of Charlene Hahn, please find enclosed revised CAMA Mayor Permit application forms and
plan drawings to complete application materials previously submitted by the applicant The plans and
forms detail the proposed private driveway over "404 wetlands ", stabilization of the fill, and a culvert
to allow for uninterrupted hydrologic flows and any aquatic passage
r`l4Y v
Requested fill in "404 wetland" totals 1,ON-sq.ft for the purpose of providing vehicular access to an
upland waterfront which is completely disconnected from remaining upland on the property While a
6' -wide wooden walkway exists to provide walking access, there remains a need for vehicular access.
The property will be utilized by many members of the family, for some of whom walking may be
difficult The ability to get a vehicle to the area will also provide a safety benefit in allowing quick
access and transport in emergency situations. Vehicular access will also be useful for maintenance
of the property, which includes the ability to access the approximately 2 -acre upland with bush -hog
equipment for land clearing and subsequent vegetation and land maintenance
Impacts to the wetland area could not be avoided since wetland extends across the entire width of the
z property The driveway footprint has been minimized by the use of retaining walls to stabilize the fill,
thereby avoiding additional impact that would be associated with 2.1 fill slopes. Bridging an access
for a single- family residential home would likely have involved load- bearing engineering and would
have been cost prohibitive A 15" to 18" culvert will be installed underneath the driveway to allow for
hydrologic flows Conditions of the requested NC Water Quality General Certification will be met, with
the culvert buried 20% of the diameter to allow for any aquatic passage. The exact size of the culvert
and height of the driveway will be finalized by the contractor, but the final grade will be approximately
3' above the existing ground surface
Retaining walls will be installed first, with equipment utilizing the proposed driveway footprint to the
greatest extent possible. It is expected that equipment will need to access areas outside the
permanent impact area, and a temporary work corridor approximately 10' in width may be used on
either side of the retaining walls In the temporary access areas, equipment matting will be used and
no change in grade will occur It is noted that crossing coastal marsh on the western side of the
proposed driveway will be avoided Placement of fill will begin at the landward edge, working on top
of the driveway outward as it is constructed. If needed, the same temporary work corridors will be
utilized for placement of driveway fill.
The wetland area to be filled is located at the upper end of a small reach which ends on the adjacent
property The wetland is a relatively small woody transition area between the adjacent coastal marsh
and upland. Based on the vegetation, it is assumed that tidal flows do not regularly flood the area.
The wetland is not expected to provide wetland functions typically associated with coastal marsh and
is not expected to provide functions associated with nverine wetlands receiving lateral surface flows
The culvert will maintain groundwater flows from the adjacent property to Foster Creek and will not
wwrw.lmgroup.net a info @imgroup.net u Phone: [phone] o Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 m P.O. Box 2522, Wilmington,
NC 28402

Sincerely,
Laura Stasavich
Agent, Land Management Group
Enclosures
CC Ms Charlene Hahn, applicant
i
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MEM
MAR 0 5 2014
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wwrw.lmgroup.net a info @lmgroup.net o Phone: [phone] a Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 a P.O. Box 2522, Wilmington,
NC 28402

5
1
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
NIA
149 Fredericka Lane, Swansboro, NC
Applicant 1 First Name
MI
Last Name
Charlene
D
Hahn
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
309 Bridgeview Circle
PO Box
Chesapeake
VA
ZIP
Country
Phone No
FAX No
23322
USA
757 - 482 - 2955 ext
-
Street Address (if different from above)
City
State
ZIP
same
FAX No
Contractor #
'
Email
rchahntr @aol corn
2. Agent/Contractor Information
Business Name
Land Management Group Inc
Agent/ Contractor 1 First Name
MI
Last Name
Laura
Stasavich
Agent/ Contractor 2 First Name
Ml
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Ave, Suite 15
Wilmington
NC
Zip
Phone No 1
Phone No 2
28403
910 - 452 - 0001
exL - - ext.
FAX No
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
Istasavich @lmgroup net
�t
<Form continues on back>
MP? 0 6 C'4

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Onsiow
149 Fredericka Lane
N/A
Subdivision Name
City
State
Zip
N/A
Swansboro
NC
28584-
Phone No
Lot No (s) (if many, attach additional page with list)
None - - ext
N /A, , , ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Wk't a(-
Foster Creek
c is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
AIWW- White Oak River
e Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
i Is the proposed project consistent with the applicable zoning?
Town of Swansboro
4.
Site Description
a
Total length of shoreline on the tract (ft }
b. Size of entire tract (sq ft )
693 16 -Ift
176,853 6 -sqft
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
one existing lot -see 4 b for size,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
®NHW or ❑NWL
e
Vegetation on tract
Typical local vegetation
f
Man -made features and uses now on tract
Existing single family home, accessory shed, footbridge to access lower end / waterfront of property.
g
Identify and describe the existing land uses adiacent to the proposed project site
Residential
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, If applicable)
®Yes []No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No ❑NA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
f.
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(u) Are there coastal wetlands on the site9 ®Yes []No
(iii) If yes to either (i) or (n) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
On -site waste treatement system (septic) on upper portion of property for existing home
o Describe existing drinking water supply source
Regional water system- ONWASA
p Describe existing storm water management or treatment systems
No engineered stormwater features on -site Run -off over grassed lawn and native vegetation
15. Activities and Impacts
a Will the protect be for commercial, public, or private uses
❑Commercial ❑Public /Government
®Private /Community
b Give a brief description of purpose, use, and daily operations of the protect when complete
An earthen driveway is proposed over "404 wetlands" to provide vehicular access to the the waterfront portion of the property
which is completely disconnected from other upland on the property.
c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored
Dumptruck, bulldozer, back hoe To be stored on upland at upper portion of lot as
needed,
d List all development activities you propose
Construction of private, earthen driveway with retaining wall, culvert and clean fill dirt
e Are the proposed activities maintenance of an existing protect, new work, or both?
New
f. What is the approximate total disturbed land area resulting from the proposed project?
1,890 for driveway and retaining wall
Temporary work corridors not included,
see cover letter ®Sq Ft
or ❑Acres
g Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No ❑NA
that the public has established use of?
In Describe location and type of existing and proposed discharges to waters of the state
No direct discharges to waters of the state are proposed
i Will wastewater or storrnwater be discharged into a wetland?
[]Yes ❑No ®NA
If yes, will this discharged water be of the same salinity as the receiving water?
[]Yes []No ®NA
j is there any mitigation proposed?
❑Yes []No ®NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (t) are always applicable to any mayor development application Please consult the application
instruction booklet on how to properly prepare the required items below
a A project narrative
b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties,
e The appropriate application fee Check or money order made payable to DEN
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name Barden Lanier Phone No 910 -455 -3889
Address 239 New Bridge Road, Jacksonville, NC 28540
Name Lucille Tindall Phone No 252 - 670 -7249
Address PO Box 696, Swansboro, NC 28584
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, per mittee, and issuing dates
Unknown
h Signed consultant or agent authorization form, if applicable_
i Wetland delineation, if necessary
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to Enter on Land
1 understand that any permit Issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify that the information provided In this application is truthful to the best of my knowledge
Date Februar�p- , KI14 Print Name —L- 5tasavich, LMG Inc, agent
Signature
/ 4_4z�f
Please indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
EIDCM MP -4 Structures Information
MAR 0 5 2014
1) C:' vi43 ( i

1. EXCAVATION CD This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated,
cubic yards
c (Q Does the area to be excavated include coastal wetlands /marsh d High- ground excavation in cubic yard .
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SS
❑WL ❑None
(u) Describe the purpose of the excavation in these areas
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area b Dimensions of disposal area.
C (i) Do you claim title to disposal area?
[]Yes []No ❑NA
(u) If no, attach a letter granting permission from the owner.
d (i) Will a disposal area be available
❑Yes ❑No ❑NA
(u) If yes, where?
e. (i) Does the disposal area include any coastal wetlands /marsh f
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL []None
(u) Describe the purpose of disposal in these areas
®This section not applicable
ft r future maintenance?
(i) Does the disposal include any area n the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affe ed7
MAR 05nq
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
N/A
N/A
N/A
N/A
N/A
N/A
97 -ft
Width
20 -ft
Avg. Existing
NA
NA
3 0 -ft
Depth
Final Project
NA
NA
0 to 1 -ft
Depth
1. EXCAVATION CD This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated,
cubic yards
c (Q Does the area to be excavated include coastal wetlands /marsh d High- ground excavation in cubic yard .
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SS
❑WL ❑None
(u) Describe the purpose of the excavation in these areas
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area b Dimensions of disposal area.
C (i) Do you claim title to disposal area?
[]Yes []No ❑NA
(u) If no, attach a letter granting permission from the owner.
d (i) Will a disposal area be available
❑Yes ❑No ❑NA
(u) If yes, where?
e. (i) Does the disposal area include any coastal wetlands /marsh f
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL []None
(u) Describe the purpose of disposal in these areas
®This section not applicable
ft r future maintenance?
(i) Does the disposal include any area n the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affe ed7
MAR 05nq
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F0 a'P t,?:.a 'taaiy Page 2 i3-F 'a;
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization b Length
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other Width
c Average distance waterward of NHW or NWL d Maximum distance waterward of NHW r NWL,
e. Type of stabilization material f. (i) Has there been shoreline erosion du ng preceding 12
months?
❑Yes ❑No ❑NA
(n) If yes, state amount of erosion and so rce of erosion amount
information
g. Number of square feet of fill to be placed below water level h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material
4. OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site9 ®Yes ❑No DNA b (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(Iii) Dimensions of fill area N/A
(iv) Purpose of fill
N/A
submerged aquatic vegetation (SAV), shell bottom (bb), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 4�-' -soft ❑None
(u) Describe the purpose of the fill in these areas
Fill includes driveway surface and retaining wall footprint Fill
will create a private driveway to access upland waterfront on
the lot that is disconnected from other portions of the lot and is
otherwise inaccessible
5. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , dragiine,
controlled' backhoe, or hydraulic dredge)?
Retaining walls will be constructed along each side of the Dumptruck, backhoe, bulldozer
driveway, approximately 101 -Ift and 96 -Ift in length
c (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
Februarv-19; 2fl14
Date U
149 Fredericka Lane, Swansboro
?V52 61CZ
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(o) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name
Charlene Hahn AMR 0 .5 7014
Applicant Name

Form DCM MUP-2 F'41, P-4qez 3 of
Applicant S6naWre
ME OMM, 911
bew-mijbel-Ty

GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures b Number of lots or parcels
proposed N /A- existing single family lot
No new buildings proposed
c Density (give the number of residential units and the units per
acre)
No change in density- one existing single family home
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land - disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes []No ®NA
(u) If yes, list the date submitted.
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
Approx 1,890 scl ft for driveway and retaining wall
footprint No other changes in grade are proposed on site
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
clean fill sand
g Give the percentage of the tract within the coastal shoreline AEC to h Projects that require a CAMA Major Development Permit may also
be covered by impervious and /or built -upon surfaces, such as require a 5tormwater Certification
pavement, budding, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking Water Quality for review?
0% ❑Yes ®No ❑NA
i Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
Proposed driveway surface to be 1,475 9 -sq ft No other
new impervious cover proposed
f Describe proposed method of sewage disposal
N/A No new sewage disposal needed
(n) if yes, list the date submitted,
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No [DNA
If yes, attach appropriate documentation
I Describe location and type of proposed discharges to waters of the m
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
No direct discharges to waters of the state proposed Run-
off from driveway will flow through adjacent vegetated
404 wetland and marsh
Does the proposed project include an innovative stormwater
design?
❑Yes []No ®NA
If yes, attach appropriate documentation
RECEIVE))
MAR 0 5 7014
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m. Describe proposed drinking water supply source (e g, well, n (i) Will water be impounded? ❑Yes ®No DNA
community, public system, etc)
(u) If yes, how many acres 9
N /A. No additional dnnking water needed
o When was the lot(s) platted and recorded?
N/A Not an oceanfront lot
Date
149 Fredericka Lane
Project Name
Charlene Hahn
Applicant Nam
— 4&
Appl +ca Signature
i
t
i
p if proposed development is a subdivision, will additional utilities be
installed for this upland development?
DYes ❑No ®NA
5 1014
i 37:k

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i
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s
(
Form DOM 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. Please include all supplemental information
P. BRIDGES ® This section not applicable
a Is the proposed bridge b. Water body to be crossed by bridge
❑Commercial ❑Pubiic/Government ❑Private /Community
c Type of bridge (construction material)
e (i) Will proposed bridge replace an existing bridge? []Yes ❑No
If yes,
(u) Length of existing bridge
(m) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9. Length of proposed bridge
i. Will the proposed bridge affect existing water flow? ❑Yes []No
If yes, explain
k Navigation clearance underneath proposed bridge
d. Water depth at the proposed crossing 4 NLW or NWL
f. (i) Will proposed bridge replace an existing culvert? []Yes ❑No
If yes,
(ii) Length of existing culvert
(iii) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h Width of proposed bridge
t Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? []Yes ❑No
If yes, explain
I Have you contacted the U S_ Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands
waters? ❑Yes ❑No�j
If yes, explain
MAR 0 5 ?014
2. CULVERTS Ois se "c io not applicable
a Number of culverts proposed 1 b Water body in which the culvert is to be placed,
upper tributary of Foster Creek
< Form continues on back>

I
I
„ • »yin ?+$'� 1# ,P i.«i'RT z-n .ro a ,e ass 3�;” w,t-v "'k.i. pav-a -: air
c Type of culvert (construction material)
15' to 18" corrugated or concrete pipe
d (i) Will proposed culvert replace an existing bndge2
❑Yes ®No
If yes,
(n) Length of existing bridge N/A
(in) Width of existing bridge N/A
(iv) Navigation clearance underneath existing bridge NIA
(v) Will all, or a part of, the existing bridge be removed)
(Explain) N/A
f Length of proposed culvert 24'
h. Height of the top of the proposed culvert above the NHW or NWL
Average —2 5' above NHW as marked by DCM
I Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain
e (i) Will proposed culvert replace an existing culvert?
❑Yes ®No
If yes,
(u) Length of existing culvert(s) N/A
(in) Width of existing culvert(s) N/A
(iv) Height of the top of the existing culvert above the NHW or
NWL NIA
(v) Will all, or a part of, the existing culvert be removed?
(Explain) N/A
9 Width of proposed culvert 15" to 18"
I Depth of culvert to be buned below existing bottom contour.
4" or 20% of pipe diameter, whichever Is greater
k Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain,
3. EXCAVATION and FILL ❑This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes ®No
If yes,
(n) Avg length of area to be excavated
(iii) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)l If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL 24 []None
(ii) Describe the purpose of the excavation in these areas
Minimal excavation to bury culvert 20% of diameter of
pipe per NC DWQ GC 3890 standards Approximately
4" across the 24 -ft length of pipe Fill for driveway and
retaining walls described In 3 f
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? []Yes ®No
If yes,
(ii)Avg length of area to be excavated N/A
(tit) Avg width of area to be excavated N/A MAR ® $ � r ° 4
(iv) Avg depth of area to be excavated N/A
(v) Amount of material to be excavated in cubic yards N/A
..k.a . a a � +a.... .. ."�,�: 1.�; '�.��j „°J e� •' ,�'rl"3°+, _.. a:�ca"d:..�.e "%�:: ^ask,°- �E' wJ %;. ire. .'?L':;x'U7%�: ��,`��, ,�'x eH

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ui iY3 :n ='i%3'�;' ao la:-.j ��"'f.h� P`k_Q'D 3 '01 4)
d If the placement of the bridge or culvert involves any excavation, please complete the following
(i) Location of the spoil disposal area N/A
e
(n) Dimensions of the spoil disposal area
(m) Do you claim title to the disposal area? ❑Yes []No (if no, attach a letter granting permission from the owner)
(w) Will the disposal area be available for future maintenance? []Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ❑None
If any boxes are checked, give dimensions if different from (u) above
(vi) Does the disposal area include any area below the NHW or NWL? ? [--]Yes ❑No
If yes, give dimensions if different from (u) above
(i) Will the placement of the proposed bridge or culvert result in any f.
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(n) Avg length of area to be filled
(iii) Avg width of area to be filled
(iv) Purpose of fill No fill below NHW
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high- ground? ❑Yes ®No
If yes,
(u) Avg length of area to be filled
(m) Avg width of area to be filled,
(iv) Purpose of fill
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
[]CW ❑SAV ❑SB
®WL 1,890 ❑None
(it) Describe the purpose of the excavation in these areas
Fill for driveway to provide vehicular access to upland
areas otherwise disconnected from remainder of
property Retaining walls to stabilize driveway and
minimize wetland impact footprint
a. Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain. If yes, explain
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification IUCEMD
e Form continues on back> r',_. 0 i ?_014

V M S
c Will the proposed protect require any work channels?
❑Yes ®No
ff yes, complete Form DCM -MP -2
>
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Dumptruck, bulldozer, back hoe
g, Will the placement of the proposed bridge or culvert require any
shoreline stabilization? []Yes ®No
ffyes, complete form MP -2, Section 3 for Shoreline
Stabilization only
Februa , 014 ' / ` Al q,,/
Date
149 Fredericka Lane
Project Name
Charlene Hahn
Applicant Name
Applicant Si ture
d How will excavated or fill material be kept on site and erosion
controlled?
The retaining wall will be installed prior to placement of the
fill material for the driveway Silt fences will be utilized
as needed during installation of the retaining wall to
ensure any sediment disturbed during installation will
not travel downstream
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts
Work will be done from within the proposed driveway
footprint as much as possible, with fill placed at the
upland intersection and working on top of the
constructed driveway outward Installation of the
retaining wall may need equpiment access on the outer
edges of the retaining wall, outside the permanent
impact area A temporary work comdor averaging 10' in
width on either side may be used to install the retaining
wall Any areas outside the permanent impact area that
may be crossed during construction will utilize
equipment matting and will not result in any change in
wetland grades. It is noted equipment access across
the coastal marsh area will be avoided
MAR 6 5 7014
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U.S. ARMY CORPS OF ENGINEERS
ERE
{, WILMINGTON DISTRICT
Action Id SAW- 2012 -01527 County, Onslow U.S G S. Quad- Hubert
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: =Charlene HAhn - -t_._ .
Address: .'309'l rideeviewbrcae
Chesapeake`VA =23322
Property description. `
Size (acres) —4.06 Nearest Town Swansboro
Nearest Waterway Foster Creek River Basin White Oak
USGS HUC 03020302 Coordinates 34.652795 N - 77.137340 W
Location description: The property is located at 149 Fredericka Lane in Swansboro Onslow County, North Carolina
Parcel #: 1320 -27.7. The PROJECT AREA is defined as the wooded low area bordered on the east by the east property
line, approximately 850 to 1000 feet south of the north property line and on the west by the existins wooden boardwalk
(see attached field sketch)
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331)
B. Approved Determination
X There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
X There are waters of the U S including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification
_ - We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner For a more timely
delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps
X The waters of the U S including wetlands on your prod ect area have been delineated and the delineation has been
verified by the Corps We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the" law or our published regulations, may be
relied upon for a period not to exceed five years
_ The waters of the U S including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _ Unless there is a change m the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Morehead CtyG, at (252) 808 -2808 to
ts, determine their requirements. tom.
4
Page 1 of 2 f
t) 13
GL,e�

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you h,,,ve any questions regarding this
determination and/or the Corps regu - \Iry program, please contact Mr. David E. Bail -it (910) 251 -4469 /
David E.Bailey2(a)usace.army.md.
C. Basis For Determination
The site exhibits features with Mean High Water and wetland criteria as defined in the 1987 Corps Wetland Delineation
Manual and applicable Regional Supplements. The waters on -site include Foster Creek, a Traditionally Navigable'
_Water, and adjacent wetlands. This determination is based on a site visit by David E. Bailey of the U.S. Army Corps of
Engineers on 9/18/2012.
D. Remarks
The wetlands and other Waters of the US were delineated by David E. Bailey (USACE) and are approximated on the
attached figure entitled "Waters of the US Field Sketch ".
F. Attention USDA Program Participants
Tlus delineation/determmation has been conducted to identify the limits of Corps' Clean Water Act Jurisdiction for the
particular site identified in this request The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985 If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved Jurisdictional determination for the above described site If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331 Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal WA) form If you request to appeal this
determination you must submit a completed RFA form to the following address
US Army Corps of Engineers
South Atlantic Division
Attn Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 3315, and that it has been received by the District Office within 60 days of the date of the NAP
Should -you decide to submit an RFA form, it must be received at the above address by November 19, 2012
* *It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence **
Corps Regulatory Official
Date September 20, 2012 Expiration Date September 20, 2017
Copy furnished
Joanne Steenhuis , NCDENR -DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405

� -3�Y t � A� ��Y' t' 3 j$� 9�s.. �' • E 3 .� JygL ! _ e, y1�" � �T}'� � r , `�i� qG�2'.'���,`
� ' �i�3� i�i� rj'vli�a ^ wsf'��sY;r�,H � � R Y�- F QI,,� L 1VgE� z� • � . }d �� �y+''J
''
IpIpAA
3t g,-R, I•T�z+g�,�� {�4�'�4�3 �Y'
i'i�
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' �y,.p -"n �^;["yi<<s �.,l:+KiL�le�j�f.N�k��^& �',Sf�lf� s*.��f�u -A-a ^Lys
3 M vi Ai °R'a+tiC� 4 � fif 1 t F(Y 'it'i T+.� !i7�; A,I�v: iyi � S.. 'r2•��ii,N'�4 "iS�ii7t+�l.I^... s�i.$^ =, � i�^v �if'� -..� �( yYi' ;r� '���`2
� �ehrl �
Applicant- Charlene Hahn File Number: SAW- 2012 -01527 Date- September 20, 2012
Attached is.
See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SEGTION.I r ,The following identifies your,righis and `option`s regarding ari a'dmmistrative appeal of the above decision_
� 'r
Additional - information maybe found at http:/ /www us ace ar'my.miUuiet%func hs /cw /cecwo/reg or,
Co s re g+lations at 33 CFR Part 331.
A: EXITiAL PROFFERED PERMrr: You may accept or object to the permit.
o ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved Jurisdictional determinations associated with the
-permit
OBJECT If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly You must complete Section II of tlus form and return the form to the district
engineer Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future Upon receipt of your letter, the district engineer will evaluate your
objections and may (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below
B PROFFERED PERMIT You may accept or appeal the permit
0 ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit
® APPEAL If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer This form must be received by the division engineer within 60 days
of the date of thus notice
C PERMIT DENIAL You may appeal the demal of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer This form must be received by the division
engineer within 60 days of the date of this notice
D APPROVED JURISDICTIONAL DETERMINATION You may accept or appeal the approved JD or provide new
information
• ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD
• APPEAL- If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer This form
must be received by the division engineer within 60 days of the date of this notice
DQVI 1vf -3cif y

E PULIMINARY JURISDICTIONAL DETERMINATION• You do not need to respond to the Corps regarding the
preliminary JD The Preliminary JD is � �ot appealable If you wish, you may request ark approved JD (which may be appealed),
by contacting the Corps district for instruction Also you may provide new mic�_iation for further consideration by the
Corps to reevaluate the JD
SECTION II - RE UESTFOR APPEAL of OBJECTIONS TO AN INITIAL - PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record )
ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record Neither the appellant nor the Corps may add new information or analyses to the record
However, you may provide additional information to clarify the location of information that is already in the administrative
record
POINT OF CONTACT FOR,QUESTIONS OR'INFORMATTON
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact
also contact
District Engineer, Wilmington Regulatory Division,
Mr Jason Steele, Administrative Appeal Review Officer
attn: David E. Dailey, Regulatory Specialist
CESAD -PDO
Wilmington Regulatory Field Office
U S Army Corps of Engineers, South Atlantic Division
69 (Darlington Avenue
60 Forsyth Street, Room 1OM15
Wilmington, North Carolina 25403
Atlanta, Georgia 30303 -8801
Phone- (404) 562 -5137
RIGHT OF ENTRY Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process You will be provided a 15 day
notice of any site investigation, and will have the opportumty to participate in all site investigations
Date
Telephone number.
1 11
Signature of appellant or agent
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, attn: David E. Bailey, Regulatory Specialist, 69 Darlington
Avenue, Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OMM15, Atlanta, Georgia 30303 -5801
Phone: [phone]

6.67 i
+571 �5,66
6.78
- -- - - - -8 - - -= - - N%E
&BARDEN LANIER
AND WIFE
--7 - - -- ___ - — PHOEBE A. LANIER WETLANDS
z
- OB.1290, P.551 !
- : ... .. Proposed
coo LMG Note Placement of driveway fill will be Driveway
performed from within the proposed driveway' Y -'' • 15' -wide
footprint to the greatest extent possible 97 -Ift
A temporary work corridor approximately '�� 1,475 9 sq ft
,10' wide on either side of the retaining walls ' C3a 464
Z may be needed for equipment access during
installation of the wall's Equipment matting _= Q
j will be used in any temporary work c (gridor
outside the fill area and no changes in grade : • �y
will occur There will be no temporary 0 �0 08
disturbance in the coastal marsh `-
# 4,93
Proposed -- • , + 3
� Retaining Wall ;
�. t Propos d
m 2' -wide 0- o Dt Retain
Wall 101 -Ift 1#75.9. -,Sq • Feet •
r 2' -wide
96 -Ift 5.02
+ 4.32 COASTAL
MARSH
A
Proposed Culvert 24 -Ift
15" to 18" dia burled 3" to 4"
8 Culvert will not extend into
coastal marsh
Proposed Permanent 404 Impacts ;
,
Driveway Sufface 1475 9 sq ft
West Re ining Wall 202 sq ft
East Ret &ping Will t,33 192 sq ft : S
Total Impact 1,890 sq ft
. -Base survey provided by
Lanier Surveying Company
Notes have been added ; • ;
5 by LMG for CAMA permitting
LEGEND purposes only A high water line
surveyed by Lanier has been
— — HIGH WATER MARK removed by LMG as requested
—4oc — WETLANDS by NCDCM following a
—co — COASTAL MARSH 3/11/2b14 updated NHW delineation
+ GROUND SHOT 4 -24 -2013 by DCM staff Notation regarding the' r
PRELIMINARY updated NHW has been added by 672
FOR REVIEW ONLY LMG � NHW as determined by
DCM on 3/11/14 is LMG Note Final culvert size
PROPOSED DRIVEWAY SURVEY located approximately to be determined by contractor
52 -ft south (vest of the Culvert will be buried 20% of width
CHARE>LENE HAN `2 existing wooden walkway and will not extend into coastal ;
No portion of the 30' coastal marsh
149 FREDERICKA LANE shoreline buffer is located
SWANSBO€tO NC, 28584 within the proleet area SCALE
GPS GRT0 TIE +0.94 0 10 20 30
TO+INCNiP SWANSWRO COUNTY- ONSt SPATE. ML S4C STATE P Af4E PEEr
624-4 CQRHE7A Ai'E NC CORS NETWORK NAD 83 2011
© SWANSBORO. NC 28584 ALL DISTANCES ARE HORIZONTAL
Nr= ON (810)325 -8324
VERTiCAt QATLtM
SUW#VyV40 COMP fiRM REGISTRATION P -0124 NAVD88 FEET
1' =10' DATE. 5-2 -2013 -- - -
- - - -
- — - --
PRELIMINARY Not for Construction
Project
Date Revision Date
MAR 2 4 20'4 LMG
149 Fredericka Lane
Swansboro, NC
2/2014 3/24/2014
Job Number
I[ANDMANAC>Bhtk141I,ROVP Title
Scale
1" = 10' 02 -13 -171
fnwonmentol Conu,ttnnts
Post Office Box 2522
Proposed Driveway
Drawn By Figure
g�t� �yr��y
R'OA*itF�9 Wilmington, North Carolina 28402
and Culvert
1 of 2
7Clt�iv�� Telephone [phone]
XrAKAA\�nia rtnKnn au ❑ctm_11-171 -- Fredericka Lane. Charlene Hahn \CAMA Master revised_ 3 _ 14_HWM_ removed dwg