7-17 King & Gustafson

Permit Number
7-17
STATE OF NORTH CAROLINA
Department -of Environmental
-Quality-
and
Coastal Resources Commission
1
Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Jack & Stacey King and Gloria & Richard Gustafson, 3004 & 3006 Neuse River Drive, New Bern, NC 28562
'Authorizing development in Craven County at adjacent to Neuse River, 3004 & 3006 Neuse
River Drive, in New Bern, as requested in the permittee's application dated 7/15/16, including attached
w6ikiilan drawings (6),1-6 of 6 dated 7/11/16.
This permit, issued on January 23, 2017 is subject to compliance with the application (where consistent
withthe permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
x :be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
L.. Shoreline Stabilization
The bulkheads shall be constructed in accordance with the alignment depicted in the workplan
drawings.
2) ,' The alignment of the permitted bulkheads shall be verified by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of construction.
`3;) The bulkheads shall be constructed prior to any backfilling activities.
(See attached sheets for Additional Conditions)
-Jhis permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
"'This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
:hereunder requires further Division approval.
t'. A11•work must cease when the permit expires on
December 31, 2020
Iu'issuing this permit, the State of North Carolina agrees that
'y,9q project is consistent with the North Carolina Coastal
Ivlariagement Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
V Braxton C. avis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

��.��....^� Permit No.
'
& Gustafson T
Page 2 of 3
ADDITIONAL CONDITIONS
temporary placement or double handling of fill materials within water or vegetated wetlands is not
The bulkheads shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
This permit does not authorize any excavation waterward of the approved alignment.
All backfill material shall be clean and free of any pollutants except in trace quantities.
All back sill material shall be obtained from a high ground source and confined behind the permitted
-bulkheads.
The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
• or other suitable materials approved by Division personnel.
Sedimentation and Erosion Control
10) In order to protect water quality, runoff from construction shall not visibly increase the amount of
'suspended sediments in adjacent waters.
ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
„grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
;r t landward of the bulkheads cap immediately following completion of backfilling activities.
General
12) , No excavation or filling of any vegetated wetlands is authorized by this permit.
3
13) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
,which may be caused from existing or future operations undertaken by the United States in the public
interest.
This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Krng & Gustafson
Permit No. 7-17
Page 3 of 3
—
-ADDITIONAL CONDITIONS-
'NOTE:'
The U.S. Army Corps of Engineers has assigned the project SAW 2016-02165.
NOTE:
The N.C. Division of Water Resources has assigned the project DWR Project No. 2016-0986.
NOTE:
The permittee is advised that any development or land disturbing activity that is considered non-
_._
water dependent is not authorized within 50 feet of the normal water level unless specifically
exempted by Environmental Management Commission (EMC) Neuse River buffer regulations in
place at the time of such development.
NOTE:
An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

1.
PROJECT NARRATIVE
NEUSE RIVER DRIVE PROJECT
Jack & Stacey King - Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive
RECEIVED
ocT 0 6 2016
DCM_ MOD CITY
Proposed Project: Terraced vinyl bulkheads over both properties to preserve their
waterfront from further erosion. The bottom bulkhead will be 160'x10' on the
Gustafson property and continue onto the King property at 130'x10'. There will be a
50' Vinyl wingback on the King property where it attaches to the wood terraced wall
built in 2002. The upper terraced wall will also be vinyl. The lengths are 160'x6' on
Gustafson's property and 150'x6' on the King's property. All existing mature trees
will stay if possible.
Purpose of Project: Both of these properties have suffered significant erosion the
during the last 12-15 years. The 22' cliff has become dangerous. Both parties don't
know how much longer it can survive another hurricane season. The waterfront
needs stabilization and protection.
Construction Method of 10' Vinyl Bulkhead: The manufacturer of the vinyl sheet
piles will be ESP (Everlast Synthetic Products). We are going to use their 3.5 Series -
20' sheets (see attachment for specifications). Top and bottom whaler will be 6x6
thru bolted to a back 4x6 - these will be located 4' from the bottom and 3' from the
top. The lower tie backs will be 3/Vx16every 5' O.C. to 3' deadmen and the upper tie
backs will be 5/8"x20' every 5' O.C. to 3' deadmen. The wood cap will be double 4x4
thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead hardware will be
galvanized. There will be a rock bed drain installed for storm water run off. This
drain will be placed directly behind the wall and consist of 3' wide x 2' deep of
gravel covered with filter cloth. Blue Marlin Filters (see attachment for
specifications) will be placed every 20' along wall for the storm water to run
through the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Construction of 6' Vinyl Bulkhead: The manufacturer of the vinyl sheet piles will
be ESP (Everlast Synthetic Products). We are going to use their 3.1 Series -12'
sheets (see attachment for specifications). Bottom whaler will be 6x6 thru bolted to
a 4x6 and top whaler will be 4x4 on the front thru bolted to 4x4 on the back. Tie
back system will consist of 5/8"x16' every 7'-6" O.C. to 3' deadmen. The wood cap
will be double 4x4 thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead
hardware will be galvanized. There will be a rock bed drain installed for storm
water run off. This drain will be placed directly behind the wall and consist of 3'

wide x 2' deep of gravel covered with filter cloth. Blue Marlin Filters (see attachment
for specifications) will be placed every 20' along wall for storm water to run through
the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Proposed Method of Work: Due to the nature of this project, the height and
instability of this cliff and the number of trees blocking the work zone area there
will need to be a temporary access road/ledge constructed in order to install the
proposed structures. Our plan is to start at the existing retaining walls on King's
property, a sloped road will be cut into the hillside down to the NWL. There will be
sand -filled bags placed at the beginning of sloped road to deflect rain water away
from road, this will hopefully prevent any washing away of the roadway. Three sets
of silt fence will be placed down the sloped roadway as well. Along the NWL,
existing rock will be removed and placed in a line along waterfront on King's
property (18' out on average), silt fence and filter cloth will be backed up against the
rock and sand will be added for a temporary roadway/access to construction
bottom wall. Basically this roadway/access allows approx. 2' area to work from to
build the bottom bulkhead. As the bottom bulkhead is being constructed, the plan is
to pull down some of the cliff, and slope/sculpt the hillside. There are many fallen
trees along this cliff area. If rock is unavailable along the roadway construction,
some of the fallen trees may be used to construct the temporary roadway. All fallen
trees will be removed or covered in backfill at the end of the project. The
roadway/access will be removed at the end of project or at the end of the lower
bulkhead being built. Once the hillside is sloped/sculpted and the two new walls are
built, then clean backfill will be brought in and distributed.
Proposal to extend construction water ward 20': Due to the current, existing
condition of the waterfront, there is no safe area to place the equipment to start
sloping and sculpting the hillside. As it is right now, it's an approximate 22' vertical,
and slightly unstable cliff. Once the access road is made to get to the bottom of the
cliff, the equipment will be placed in the water to start moving the earth and shaping
the slope for the placement of the bottom wall. The normal water depth in this area
is approximately 1'-2% so my barge is unable to access the area, as it needs 2'+ of
water. So this option is not possible either. As it stands right now, this is the only
option my company has to install this bottom 10' bulkhead and to slope/scylptdl� E V E D
hillside safely. RR El+
Erosion & Sedimentation Control Plan: All existing mature trees will remain on 0 6 2016
both properties if possible and their root system will not be bothered as much as construction allows. Once all backfill is distributed and graded, 3 sectionpQU off H D CITY
silt fence will be installed at the top retaining wall and 5 sections/rows of silt fence
will be installed between the 2 walls. And once section/row will be installed up next
to bottom wall. There will be grass seed distributed thoroughly and hay for

.11
protection. If needed along the edge of each of the walls, a 2' section of sod will be
planted for quicker root system. All seeded areas will be fertilized and reseeded as
necessary until dense, vigorous grass/vegetation covers the work zone area.
Depending on the time of year this project is completed will depend on the type of
grass seed used. See the attachment for the type of grass needed for the time of year.
RECEIVED
OCT 06 2016
DCM- MHD CITY

9CM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Neuse River Drive Project
Applicant 1: First Name
MI
Last Name
Jack & Stacey
King
Applicant 2: First Name
MI
Last Name
Richard & Gloria
Gustafson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
3004 & 3006 Neuse River Drive
New Bem
NC
ZIP
Country
Phone No.
FAX No.
28562
USA
252 - 636 -1975 ext. (King)
252 - 636 —1542 (Gustafson)
Street Address (d different from above)
City
State
ZIP
Email
[e-mail] (King's email)
2. Agent/Contractor Information
Business Name
Decks N' Docks Construction, Inc.
Agent( Contractor 1: First Name
MI
Last Name
Jason
R
Hill
Agent/ Contractor 2: First Name
MI
Last Name
Miranda
S
Hill
Mailing Address
PO Box
City
State
1483 Crump Farm Road
New Barn
NC
ZIP
Phone No. 1
Phone No. 2
28562
252 - 637 -1595 ext.
252 - 671 - 0030 ext. Jason's Cell
FAX No.
Contractor #
54587
Street Address (d dfferent from above)
City
State
Email
[e-mail]
IJVIVI— Ivll ILJ VI 1 1
<Form continues on back>
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F'drm.DCM MP-1 (Page 2 of 4) APPLICATION for )
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
3004 & 3006 Neuse River Drive
Not state maintained
Subdivision Name
City
State
Zip
N/A
New Bern
NC
28562 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
252 - 636 -1975 ext. [phone] (Gustafson)
Lot 15 & 16 Carter Dairy Farm, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Neuse River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the dosest major water body to the proposed project site.
ONatural ❑Manmade ❑Unknown
Neuse 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.
No
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
King: 130' & Gustafson: 16V = Total: 290'
King: 1.85ac & Gustafson: 1.77ac = 3.62 acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1.85, 1.77,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
22' ❑NHW or ®NWL
e.
Vegetation on tract
Mature trees, juvenile trees, grass, flower beds.
f.
Man-made features and uses now on tract
Both properties have houses and out buildings. King's property already has one section of terraced wall with a dock built by
Decks N' Docks in 2002.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Both neighbors have houses that have mature & juvenile trees, flower beds, etc.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Zoned by Craven County.
(Attach zoning compliance certificate, R 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
RECEIVE
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does f involve a ❑Yes ❑No ®NA 0 C T 0 6 2016
National Register listed or eligible property?
1 -9J
<Form continues on next page> DCM- MHD CITY
m. (i) Are there wetlands on the site? []Yes ®No
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Fdrfn DCM MP-1 (Page 3 of 4) APPLICATION for d[
Major Development Permit
(ii) Are there coastal wetlands on the site? []Yes ®No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Craven County water supply
p. Describe existing stone water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
As of now, each of these people have basically a 22' diff/drop-off. We plan on coming in and building a terraced wall to save
their properties from completely eroding away.There will be a 10' high lower wall and a 6' high upper wall.
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.
See attached document and drawings for construction methods. The equipment used will be an excavator along with
numerous dump truck loads of backfill hauled in and distributed. The excavator will be stored there until the job is completed.
d. List all development activities you propose.
Proposed development activities include a 290'x10' lower vinyl wall, 310'x6' upper vinyl wall, 50' wingback (King's property),
and all will be backfilled with an unknown about of backfill because the hillside (22' cliff) will be sloped and that dirt will be
utilized as part of the backfill.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 14,500 ®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?
h. Describe location and type of existing and proposed discharges to waters of the state.
Due to the height of the 22' diff, the only way to be able to drive the sheet pile for the bottom wall is to move some existing
rock watenvard, make a access area to place the sheet piles. This will be approx. 12' waterward (average). The access will
be secured with existing rock and filter cloth. This will allow for the excavator to cut back into the cliff/hillside.
i. Will wastewater or stonnwater 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. !�'-� Iv E D
<Form continues on back> C 0 6 Z016
6. Additional
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Form OC14 MP,l (Page 4 of 4) APPLICATION for a°j
Major Development Permit
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 major development application. Please consult the application
instruction booklet on how to propedy 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 DENR.
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 Ms. Mae Schulteis (left neighbor) Phone No. [phone].
Address 5718 Gondolier Drive New Bern, NC 28562 (3002 Neuse River Drive)
Name Ms. Sarah Ann Ramsey, Trustee Phone No. (252) 638A368
Address 3008 Neuse River Drive New Bern, NC 28562
Name Phone No.
Address
g.
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h.
Signed consultant or agent authorization forth, if applicable.
I.
Wetland delineation, if necessary.
j.
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.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 furthe certify that the information provided in this application is truthful to the best of my knowledge.
Date �'l% ICJ (�� Print Name Jas n R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
f
k
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
C "
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
AUG 0 3 2016
DCM- MHD CITY
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

FormYJCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
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) — (0 are always applicable to any major 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 DENR.
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 Ms. Mae Schulteis (left neighbor) Phone No. [phone]
Address 5718 Gondolier Drive New Bern, NC 28562 (3002 Noose River Drive)
Name Ms. Sarah Ann Ramsey, Trustee Phone No. (252) 6384368
Address 3008 Nauss River Drive New Bern, NC 28562
Name Phone No.
Address
g.
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h.
Signed consultant or agent authorization forth, if applicable.
I.
Wetland delineation, if necessary.
j.
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
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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
Print Name Jason R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
Signature
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 RECEIVED
MP-4 Structures Information
O'T062016
DCM- MHp CITY
252.808-2808 :: 1-888-4RCOAST :: www. nccoasta l management. net

KA
Form DCM MP-2
EXCAVATION and FILL
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®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. (i) Does the area to be excavated include 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 ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
d. High -ground excavation in cubic yards.
b. Dimensions of disposal area.
®This section not applicable
c. (i) Do you claim title to disposal area? d. (1) Will a disp�oossal area be available for future maintenance?
[]Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes []No ❑NA E C E I V E D
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. III) If yes, how much water area is affected?
❑CW ❑SAV ❑SB OCT O 6 2016
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
L)CM- MHD CITY
3. SHORELINE STABILIZATION ❑This section not applicable
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26106

Fo r1n "DCM MP-2 (Excavation and Fill, Page 2 of 2)
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 650' (290' Lower Wall. 310' Upper Wall + 50' Winaback)
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: 30' approx.
c. Average distance waterward of NHW or NWL. 20' d. Maximum distance waterward of NHW or NWL: 24'
e. Type of stabilization material: f.
Vinyl sheet pile & planted vegetation. Existing trees will stay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 215 cu. yd. Riprap
Breakwater/Sill Other
i. Source of fill material.
Local sand pit & Martin Marietta for gravel
(i) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rack was placed.
h. Type of fill material.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? RYes ❑No ❑NA b. III Will fill material be placed in coastal wetlands/marsh (CM.
If yes,
(ii) Amount of material to be placed in the water 215 cu. vds
(iii) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
& GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
N/A. It will be brought in via dump truck and distributed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No RNA
(ii) If yes, explain what type and how they will be implemented.
Date
Neuse River Drive Project
Project Name
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 RNone
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator & tractor
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes []No RNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name
Decks N' Docks Construction, Ind r r F IV ED
Applicant Signature
OCT 0 6 2016
DCM- MHD CITY
revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
C5
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 650' (290' Lower Wall 310' Upper Wall + 50' Winobackl
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 30' aoorox.
c. Average distance waterward of NHW or NWL: 20' d. Maximum distance waterward of NHW or NWL: 24'
e. Type of stabilization material:
Vinyl sheet pile & planted vegetation. Existing trees will stay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 215 cu. vd. Riprap
Breakwater/Sill_ Other_
i. Source of fill material.
Local sand pit & Martin Marietta for gravel
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rock was placed.
h. Type of fill material.
Backfll sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? EYes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 215 cu. vds
(III) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
N/A. It will be brought in via dump truck and distributed.
c. (1) Will navigational aids be required as a result of the project?
❑Yes ❑No ENA
(ii) If yes, explain what type and how they will be implemented.
Date
Neuse River Drive Project
Project Name
aUemergOU agUaaO vegemuun tonvb ancn wuvu, r aor, v,
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ENone
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator & tractor
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No ENA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name /
Decks N' Docks Construction, Inc.
Applicant Signature
RECEIVED
AUG 0 3 2016
252-808-2808 :: 1-888.4RCOAST :: www.n-cco_astaimanagement.net

7
SCHULTEIS
44
L4.��-
!
A� «#�'�•'' A
KING
-s .
r,
rUSTAFSON - ` •'r'
s� RAMSEY
Craven GIS 3 P
iNlnf.OV^, lNY WI✓r...l. Netils ✓.,.n!•!•!w ��! � I.'-_i1- •_ .. rN �,
M !n! lti Ml H r!N PItY 41P �N NwN F•Nw•

Schulteis / King Property
Property
/ 4' WOOD BULKHEAD
i
21' ELEVATION
King Property
HOUSE
0
m z
0
o
= as
% v
DRIVE WAY,
i
PL/
HOUSE
NWL
RIP RAP
24"depth @ 30'
- 14" depth @ 20'
- 6" depth
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Current/Fxisti g Co itions of Properties
Drawing # of
Date: 7/ 11 /2016
Scale: i " = 40'
\ 12' AVERAGE CUFF
\ TOP OF HILLSIDE
\ SPORATIC ROCK FROM
PREVIOUS WALL
AREA COVERED WITH HEAVY
\ \ \ TREE GROWTH
\ 16' VINYL BULKHEAD
\ FACED WITH ROCK
/
Gustafson Property /
/pL Ramsey Property
Neuse River

Schulteis King Property
Property NWL The total length of bulkhead is
/ based on horizontal distance
not sloped distance.
PL
j 10' LOWER VINYL BULKHEAD
SLOPE & REVEGATATE
/ K
HOUSE /
King Property
SLOPE & REVEGATAT
PL /
n M / DRIVEWAY
C m
—a n HOUSE
0
_ Gustafson Property
0 d
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Proposal of Vprk - After View
Drawing #� of _(0
Date: 7/11 /2016
Scale: 1" = 40'
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
6' UPPER RETAINING WALL
Neuse River
/
/PL
Ramsey Property

Schutteis /�
Property /
The total length of bulkhead is
/ wi of this o ng property based on horizontal distance
<Kmg
the to nits ananot sloped distance.
Ao xisting sWcturesb t' 2003 Pro rty
i
ZLYI4
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Top View of / yI Bulkhead Placement
Drawing #� of
Date: 7/ 11 /2016
Scale: 1 " = 40'
Upper Vinyl Wall: 310'x6'
King: 150' linear ft.
Gustafson: 160' linear ft.
— 50' Vinyl Wingback (King) X
J
King Property \\ SR,O"
A
Neuse River
4")
Gustafson Property `
/ / Ramsey Properly

Cl
requested wall location
cernporarny support access r\ L V v. o v L- v
road
OCT 06 2016
DCM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross Sectio f Acc s Roadway
Drawing itof
Date: -1 1 /2 16
Scale: 1 /4" = 1'

65
0
0
NWL
I
drain
12'-0"
44 Front &
6x6 Front & 4x6 Bach
— Blue Marlin Filters
20' O.C.
'Tieback
5' O.C.
Tieback
5' O.C.
16'-0"
20'-0"
Rock Bed Drain
16'-0"
12'-0"
min
Tieback
O.C.
max
3' Deadmen
i
3' Deadmen
RECEIVED
-74 OCT 0 6 2016
DCM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Sectlon_ylew of inyl Bulkheads
Drawing #_ " of
Date: 7/11 /2016
Scale: 1/4" = 1'

Schulties /
Property
Meuse River
Ki roperty
^� (5) rows of Silt Fence up the
steepest slope
Seed/Hay waterward of this line
Silt Fences up until grass takes root /
King Property /
i
Gustafson Property
/ n N
®
n
�
N
m
v
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Erosion & Se imentatiControl Plan
Drawing # of
Date: 7/11 /2016
Scale: 1" = 40'
2' wide of section of sod can
be laid if the grass seed
doesn't take root quick enough
for a root system.
/ Ramsey Property
01

#14 X 11/4' 410 S.S. SCREW
(4) REO'D.
JET FILTER HOUSING
s�>b
62130
v
m
REPLACEMENT FILTER = o n
W m
N
O
QJ
HOUSING
FILTER
_a
Molding Services � of Illinois, Inc. ���
126 K ~ 51. 0r - mF 62N
JET FILTER

EvELast
L
i
16P 3.1 VI l � 6�[FiP.TY (Technical Data
7.0" 1- 0.25"
RECENED
AUG 032016
D CITY
20°
Strength Rating (M)
Lbs-Ft/Ft
3,129
Modulus of Elasticity (E)
psi
380,000
Allowable Shear M
Lbs/Ft
2,536
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus (2)
in3/ft
11.4
Section Width
inches
20
Moment of Inertia (1)
in°/ft
39.8
UV Stabilized
Yes
Ultimate Tensile Stress
psi
6,300
Standard
Packaging
sheets/
bundle
2111
10
Creep Limited stress
psi
4,000
This Mississippi
lakefront homeowner
opted for the
I EverLast 3.1
in our standard
clay color to protect
� € it from
t
brackish watethisr.
The values shown are nominal and may vary. Theo the uita found in this document Is believed to r p true and
Cif accurate. No warranties of any kind are made as to the suitability of ESP sheet piling for particular applications
or results obtained therefrom. Consult with a pmfesslonal engineer and/or contractor as to the suitability of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 I Woodstock, GA 30189 I Tel: [phone] Fax: [phone]
[e-mail] I www.evedastseawalls.com

Cy
.EvEiLast
SYNTHETIC PRODUCT S,LLC
7.00"
ESP 3.5 I INL S�/EE`�PZLE
12.00"
echnical Data
;ECEIVED
AUG 03 2016
ACM- N HD CITY
Strength Rating (M)
Lbs-Ft/Ft
3,490
Modulus of Elasticity (E)
psi
380,000
Allowable Shear M
Lbs/Ft
2,130
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus (Z)
in3/ft
12.7
Section Width
inches
12
Moment of Inertia (1)
in4/ft
44.4
UV Stabilized
Yes
Ultimate Tensile Stress
si
6,300
Standard
Packaging
sheets/
bundle
40 &
20
Creep Limited stress
psi
4,000
These New Jersey
homeowners
chose the
EverLast 3.5
Series.
The values shown are nominal and may vary. The Information found in this document is believed to be true and
accurate. No warranties of any kind am made as to the suitability of ESP sheet piling for particular applications
or results obtained therefrom. Consult with a professional engineer and/or contractor as to the sukabllity of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 I Woodstock, GA 30189 ( Tel: [phone] I Fax: [phone]
[e-mail] I www.evedastseawalls.com

e
TABLE 1: VEGETATIVE PLAN'
Seeding Mixture Seedbed
Seeding Mainte-
Area Permanent Temporary Prepare- Method 15ileb Hance Notes
No.' Description Season' lb/ac lb/ac tion
___
Steep _ __ Spring __ __ .. _.._ __ .
1 slo-s or
Katie 1«pude a 1 _ _ - - - - -
f l '
C �- _ - low fail �Bahiagra„s 25 - areas (4) vei c=_d
5c. ( IWT- ngs
2
3
4
5
Summer
German millet 40
MU-1
of rye with Kobe
y
SP-2
SM-2MA
_5
lespedeza in March
if grading is not
Winter
Rye grain 120
________
_____
______________
___________
complete _. _________
High-
Spring
Rye grain
Tall fescue can be
maintenance
Kobe lespedeza50
MA-4
seeded in spring -
turf
Sp-3
SM-2
MU-2
increase rate to 250
lb/ac. Temp. seeding
for fall is the same
Summer
German millet 40
Fall
Tall fescue blend200
MA-2
Winter
Rye grain 120
MA-5
________
______
_____
as for winter.
Grassed
_____
Fall-
______________
Tall fescue 200
___________
____
_____
_______________
channels
with side
Spring
Rye grain 40
SP-4
SM-2
MU-3
MA-3
Summer
Tall fescue 200
slopes 3:1
German millet 10
________
Low-
_____
Spring
______________
Tall fescue 100
___________
______
_____
____
_____
_______________
For temporary seeding
maintenance
areas
or
Fall
Kobe lespedeza 10
Bahiagrass 25'
1
in spring or fall see
5 below.
Rye grain 40
Summer
Tall fescue 100
SP-4
SM-2
MU-2
Kobe lespedeza 10
Use these specs for
Bermudagrass 15
MA_5
temporary diversions.
German millet 10
Winter
Rye grain 120
Areas
Spring
Rye grain 120
Treat temporary
requiring
Kobe lespedeza50
MA-4
diversions as low -
cover for
maintenance, permanent
Summer
German millet 40
less than 1
SP-4
SM-2
MU-2
(area 4)
Fall &
Rye grain 120
year
Winter
Kobe lespedeza50
MA-5
Include topsoil
stockpiles here
Column entries for seedb® preparation, seeding method, mulch, and maintenance refer to Attachment 1.
' Area numbers are designs+ on map. M
' Spring (Feb. 1 - Apr. 15 CSummya (Ain 15 - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 25 - Jan.),
C n
cz,= W m-
0 N <
m
o .P

DCM Coordinator:
MAILING DISTRIBUTION SHEET
q
Agents:
DCM Field Offices
0
Permit # 7-1-
ti
Elizabeth Cit (with revised work plan drawings)
orehead C'
Washington
Wilmington
US ACOE Offices:
Washington: CRaleigh Bland
Josh Pelletier
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington:
Tyler Crumbley
Liz Hair
Cultural Resources:
enee Gledhill -Ea or ([e-mail])
Public Water Supply:
Heidi Co (WIRO
oey White (WARD)
Marine Fisheries:
<Z hane Staples
Gregg Bodnar
NC DOT: Ben Hughes
Shellfish Sanitation: Shannon Jenkins
State Property: mWn
Water Quality:
aren Higgins
Washington:
o enness _DOT)
t onli y carbraugh=4A�
Wilmington:
Rob Mairs— 401
- 401
DEMLR:Washington:
4Ch;rn
�=StnrmWilmington:
cott - Stoi water
Wildlife Resources:
Maria Dunn
LPO:
Fax Distribution: Permitee #:
Agent #:_

Coastal Management
ENVIRONMENTAL QUALITY
January 23, 2017
Jack & Stacey King
Gloria & Richard Gustafson
3004 & 3006 Neuse River Dr.
New Bern, N.C. 28562
Dear Sir or Madam:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretdry
BRAXTON C. DAVIS
Director
The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The
original (buff -colored form) is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the original and the copy and return the copy to this office in
the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that
another qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
Douglas V. Hug ett
Major Permits Manager
N.C. Division of Coastal Management
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Coastal Management
ENVIRONMENTAL QUALITY
November 10, 2016
Jack & Stacey King
Richard & Gloria Gustafson
3004 Neuse River Drive, New Bern, NC 28562
3006 Neuse River Drive, New Bern, NC 28562
PAT MCCRORY
DONALD R. VAN DER VAART
SceraJfV
BRAXTON DAVIS
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for Jack &
Stacey King and Richard & Gloria Gustafson in Craven County
Mr. & Mrs. King and Mr. & Mrs. Gustafson:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Morehead City office on October 6, 2016. Processing of the
application is ongoing. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. These required items are
summarized below:
1) In accordance with 15A NCAC 07H.0208(a)(2)(B), it is the policy of this Division that,
prior to taking final action on a project of this nature, a Water Quality Certification for
the proposed development must first be approved by the Division of Water Resources
(DWR). Based upon the attached request for information from the DWR dated September
6, 2016, it appears as though additional information from the applicant will be required
before a final decision on issuance of a Water Quality Certification can be made.
Therefore, it is necessary that processing of your permit application be placed in
abeyance until such time as the required information is provided to the DWR, a Water
Quality Certification is issued for the project, and a copy of the approval supplied to this
office.
If you can provide to this office a copy of the requested information within five working days
from the date of this letter, DCM staff will continue processing of the application and the
processing clock will not be suspended. If the required information is not received in this office
Nothing Compares"-,�
state of North Carolina I Environmental Quality I Coastal Mmagement
400 Commerce Avenue I Morehead City, NC 28557
252 808 2808 T

J
PAT MCCRORY
_ 6owwmr
DONALD.R..V.AN DER VAART
Coastal Management
ENVIRONMENTAL QUALITY BRAXTON DAVIS
within the specified timeframe, processing of the application will be suspended in accordance
with 15A NCAC 07J.0204(d) until such time as the requested information is provided.
If you have any questions concerning these matters, please feel free to contact me by telephone
at [phone] extension 215, or by email at courtney.spearsancderingov.
S'jerely,
Courtney Spears
Division of Coastal Management
Assistant Major Permits Coordinator
CC:
Jason & Miranda Hill, Deck's and Dock's Construction, Inc., 1483 Crump Farm Road, New
Bern, NC28562
Robert Tankard, DWR
Raleigh Bland, USACE
Nothing Compares'lk �
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252 808 2808 T

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Jack King & Richard Gustafson County: Craven
LOCATION OF PROJECT: Adj. the Neuse River at 3004 & 3006 Neuse River DR., in New Bem.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10/6/16
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: Yes
FIELD REPRESENTATIVE: Brad Connell DISTRICT OFFICE: Morehead City
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 10/10/16 FEE REC'D: $400.00 (60/40)
PUBLIC NOTICE REC'D: Yes END OF NOTICE DATE: 10/31/16
ADJ. RIP. PROP NOTICES REC'D: Yes DEED REC'D: No
APPLICATION ASSIGNED TO: ourtney Spears
C) 75 DAY DEADLINE: Ol,.wo u'wllle
Z $ 1'j 0x 043
MAIL OUT DATE: ]0/10 1
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE
DENY
ON: 10/10/16
150 - DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS REC'D:
DRAFT ON
AGENCY
DATECOMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management- Regional Representative
p
P. y bvt%I�Cr
Coastal Management- LEE Consistency Determination
1q,
I' , e
r� /T n
VY a
Division of Community Assistance
f ^, ` /K�
I!/�I_J'� l/
DEMLR-Lend Quality Section
Division of Water Resources-401
I (� 1
i ly,147M7
a 1 aMaa� �lle�Ivy7
DEMLR-Storm Water Management
11 /.. I
ex Olnn
Y'
State Property Office
11l �i
^I m w ^ tn+
V\C)
Division of Archives&History
X
hO CC rvm¢n-I-1.
DMF-Shellfish Sanitation
� 1
I
h D 0VK
DWR-Public Water Supply
l
Division of Highways
Wildlife Resources Commission
�(
1.0 21 Q
�[
�O
mit
Local PerOnce
DCM-Fisheries Resource Specialist
ltL�IIrbaMr
rwb��b
Corps of Engineers
( 23
t4/T�f

"
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
DATE: October 6, 2016
TO: Courtney Spears
THRU: Roy Brownlow
FROM: Brad Connell
PAT MCCRORY
raver„or
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
SUBJECT: Comments and Recommendations - CAMA Major Permit—King/Gustafson,
Craven County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal fills 2,500 square feet of Public Trust Waters and 17,400 square feet of high ground. These waters of
the Neuse River are closed to shellfish harvest. This waterbody is not a Primary Nursery Area. This proposal
will not pose a hazard to navigation. Assuming that state and federal agencies concur with the proposal, I
recommend the project be authorized as proposed, contingent upon the following conditions:
1) The bulkhead will not extend waterward more than 10 feet from the normal water level at any point
along its alignment at the time of construction;
2) The bulkhead must be constructed prior to any backfilling activities;
3) The bulkheads must be structurally tight so as to prevent seepage of backfill materials through the
structure;
4) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 50 feet of the normal water level unless specifically exempted by Environmental Management
Commission (EMC) Neuse River buffer regulations in place at the time of such development;
5) The bulkhead must be solid and constructed of treated wood, corrugated vinyl, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
Nothing Compares_ ,
State ofNorth Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

b
King/Gustafson
October 6, 2016
Page 2 of 2
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit
does not authorize any excavation waterward of the approved alignment;
6) The fill material will be clean and free of any pollutants except in trace quantities. Metal products,
organic materials, or unsightly debris will not be used;
7) All backfill material will be obtained from a high ground source and confined behind the permitted
bulkhead;
8) All fill material to be placed below mean high/normal water level will be confined behind the permitted
bulkhead.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: This permit does not convey any rights, either in real estate or material.
CC: Roy Brownlow, DCM
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer

PAT MCCRORY
Gnvmno,. .
DONALD R. VAN DER VAART
&crcroty
Coasta(Management
ENVIRONMENTAL QUALITY
October 10, 2016
MEMORANDUM:
TO: Rachel Love-Adrick
Division of Coastal Management
FROM: COURTNEY SPEARS
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jack King & Richard Gustafson
BRAXTON DAVIS
Director
Project Location: Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposed Project: Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This, alieng objects to the project for reasons described in the attached
comments.
SIGNED DATE
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-2473330 (fm)

It
N_r_-V_
Coastal Management
ENVIRONMENTAL QUALITY
PAT MCCRORY
DONALD R. VAN DER VAART
TO: Courtney Spears, Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planner, ►j
Division of Coastal Management 1p
SUBJECT: Major Permit request for Jack King & Richard Gustafson
DATE: October 10, 2016
BRAXTON DAVIS
Consistency Determination: The request is consistent with/not in conflict with the Craven County CAMA
Core Land Use Plan certified by the CRC on October 30, 2009.
Overview: The applicant is requesting to install two (2) vinyl bulkheads in the Neuse River for private
use at 3004 & 3006 Neuse River Drive in New Bern, Craven County, North Carolina. Existing site
improvements include single-family residences and septic tanks. Vegetation on the parcels consist of
native deciduous trees and lawn grasses.
The water at the project site in the Neuse River is SA (Market Shellfishing, Salt Water) and Nutrient
Sensitive, is not PNA (Primary Nursery Area), and is closed to the taking of shellfish. The proposed
project area contains no Submerged Aquatic Vegetation (SAV). There is not a defined Federal Channel
in the nearby vicinity of the project area. There are no cultural resources in the nearby vicinity of the
project area. A review of archaeological resources was not provided. The project area is subject to the
Neuse River Riparian Buffer Rules.
The project proposes to build a 2-tiered bulkhead system to stabilize a 21' high bluff shoreline. The
proposed shoreline stabilization will extend 10' waterward of the normal water level (nwl). The
bulkheads will be 290' long and connect to adjacent bulkheads. The lower bulkhead will be 6' high and
the lower bulkhead will be 10' high. The existing soil and backfill will be sloped and shaped to connect
to the 21' elevation and revegetated.
Anticipated impacts resulting from this project are expected to include: the incorporation of 2,200 ft2
of shallow bottom habitat and 17,400 ft2 of high ground. AECs involved include EW, PTA, ES, and PTS.
There will be no hindrance to navigation.
"'Nothing Compares --,
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-247-3330(11ax)
�3

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 2
Basis for Determination:
The project site is located in Craven County and is subject to Craven County CAMA Core Land Use Plan.
The Future Land Use Map (FLUM) designates the property as "Residential" defined as "...all moderate
to high density housing developments throughout the county" (pg. 180).
The following LUP policies may be applicable to this request:
Policies- Conservation:
P.37, pg. 144: "Residential, commercial, and industrial development which meets 15A NCAC 7H use
standards will be allowed in estuarine shoreline, estuarine water, and public trust areas. In all other
areas, development will be allowed that is consistent with applicable local, state, and federal
regulations".
P.39, pg. 144: "Craven County supports the use of erosion control structures in estuarine shoreline
areas."
- :!'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2808 1252-247-3330 (f.)

PAT MCCRORY f,
(.imernnr lJ�
DONALD R. VAN DER VAART
Serxtory
Coastal Management
ENVIRONMENTAL QUALITY
October 10, 2016
MEMORANDUM:
TO: Lee Padrick
Division of Community Assistance
FROM: COURTNEY SPEARS
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jack King & Richard Gustafson
BRAXTON DAVIS
Dimaor
Project Location: Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposed Project: Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments. �r /
SIGNED _`:!� - l/ DATE
CEIVED
OCT 242016
State of North Carolina I Environmental Quality I Coastd Management
400 Commerce Avenue I Morehead City, NC 28557 D C M- M H D
252-808-28081252-247.3330 (tax) CITY

C
Spears, Courtney
From: Thorpe, Roger
Sent: Friday, November 04, 2016 9:21 AM
To: Spears, Courtney
Subject: Jack King & Richard Gustafson Bulkhead Project - Craven County
The subject bulkhead project located at 3004 & 3006 Neuse River Drive near New Bern will not require a State
stormwater permit.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
[e-mail]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ft OHM
Nothing Compares1% :� - -:�-
.ti
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

October 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
PAT MCCRORY
lro+nnmr
DONALD R, VAN DER VAART
Srwelcry,
BRAXTON DAVIS
Dircnor
FIECEIVED/NCDENRIDWR
OCT 12 2016
Water Quality Regional
Operations Section
Washington Regional Office
Anthony Scarbraugh
Division of Water Resources
COURTNEY SPEARS
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Jack King & Richard Gustafson
Craven County, adjacent the Neuse River at 3004 &. 3006 Neuse River
Drive, near New Bern.
Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.,
SIGNED DATE
state of Nunh Carolina I Entvo=wW Quality l comw umpmmt
400 Co=m nwnue I Moorhead City, NC 28557
252.808-28081252-2473330(fac) ,
6,1

PAT MCCRORY
r]cremor
t, a.
Coastal Management
ENVIRONMENTAL QUALITY
October 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
DONALD R. VAN DER VAART
Senetory
BRAXTON DAVIS
Dwaor
RECEIVED
OCI 17 2016
UUA
STATE PROPERTY
OFFICE
Tim Walton
State Property Office
COURTNEYSPEARS
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Jack King & Richard Gustafson
Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
d� ✓ This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
e<•
This agency objects to the project for reasons described in the attached
comments.
SIGNED Wa4610-u�OL) DATE
RECEIVED
NOV 0 4 2016
State of North Carolina I Environmental Quality I Coastal MaWemmt
400 Commerce Avenue I Morehead City, NC 28557 D C M - M H D CITY
252-808-28081252-247-3330(fax)

PAT NICCRORY
DONALD R. VAN DER VAART
BRAXTON DAVIS
Dinrmr
toll
October 10, 2016
MEMORANDUM:
TO: Renee Gledhill -Early
NC Department of Cultural Resources
FROM: COURTNEYSPEARS
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jack King & Richard Gustafson
Project Location: Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
:Drive, near New Bern.
Proposed Project: Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016.If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When. appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
VThis 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.
I
SIGNED _ � 1L("" �Q� DATE
Smte ofNoAt Carolina I Environmental Quality I Coa W Management OCT 17 Z016
400 Commmtt Avenue I Momhaad City, NC 28557
252-808-28081252-24773330(fox)
t�

Coastal Management
ENVIRONMENTAL DUALITY
October 10, 2016
MEMORANDUM:
TO: Shannon Jenkins
Shellfish Sanitation
PAT MCCRORY
Gommor
DONALD R. VAN DER VAART
��/J j� tiecrerory
u V LC BRAXTON DAVIS
Dirrcmr
!v0 J - 1 2016
Shellfish Sanitation 6 7.o oational
water Quality
FROM: COURTNEY SPEARS
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jack King & Richard Gustafson
Project Location: Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposed Project: Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supportin ata
is requested. R EC E .V x6
REPLY: This agency has no objection to the project as proposed.
X This agency has no comment on the proposed project.
NOV 0 7 2016
DCM- MHD CITY
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 F* SNM010<30 SENk %DATE 1113 16,
Z
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2908 1252-247-3330 (fax)

Gf
PAT MCCRORY
G,n nor
9
Coastal Management
ENVIRONMENTAL QUALITY
October 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
RECEIVED
OCT 13 2016
BY:
Joey White
Public Water Supply
COURTNEY SPEARS
Major Permits Processing Coordinator
DONALD R. VAN DER VAART
&oetory
CAMAlDREDGE & FILL Permit Application Review
Jack Ving & Richard Gustafson
BRAXTON DAVIS
Dircaor
Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposes to construct two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
/v 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 lint f'_ °l f/1�77't,� DATE
State of North Carolina rmAronmmtal Quality I Control MaoeBement
400 Continence Amon I Morehead City, NC28557 ,
25M08-28081732.247.3330(fax)

GS
Spears, Courtney
From: Dunn, Maria T.
Sent: Friday, October 21, 2016 11:36 AM
To: Spears, Courtney
Subject: King & Gustafson - Craven Co.
Attachments: King Gustafson_NCWRC.pdf
Courtney,
Please accept the attached. I forgot to mail at the beginning of the week. Thanks.
Maria
Maria T. Dunn
Coastal Coordinator
NC Wildlife Resources Commission
943 Washington Sq. Mall
Washington, NC 27889
office:252-948-3916
fax: [phone]
www.ncwildlife.org
Email correspondence to and from this sender is subject to the N.C. Public Records Law and maybe disclosed to third parties.

q
Coastal Management
ENVIRONMENTAL QUALITY
PAT MCCRORY
Gorenmr
DONALD R. VAN DER VAART
Scr my
!..14.ID, (3•ol
October 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Maria Dunn
NC Wildlife Resources Commission
COURTNEY`SPEARS
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application.Review
Jack King & Richard Gustafson
BRAXTON DAVIS
Diti vor
4 •r
OCT 2016
RECEIVED
CMM0100
,. Pro�tn
Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River.
Drive, near New Bern.
Proposes to construct two vinyl bulkheads for private. use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Council, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the, recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described. in the attached
comments.
SIGNED KA nzlt :I\_ __— DATE 1D i�(-�Jltf
State ofNonh Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-247-3330(fax)

PAT MCCRORY
Gamnrm•
DONALD R. VAN DER VAART
RECEIVED.N.C.
Sec e�ary.
BRAXTON DAVIS
CoastalManagement OCT 12 2010 Dirmor
ENVIRONMENTAL QUALITY
DCM-F7shertoe
WARM
October 10, 2016
MEMORANDUM:
TO: Shane Staples
Division of Coastal Management
FROM: COURTNEY SPEARS
Major Permits Processing Coordinator
SUBJECT: CAMAlDREDGE & FILL Permit Application Review
Applicant: Jack•King.& Richard Gustafson
Project Location: Craven County, adjacent the Neuse River at 3004 & 3006 Neuse River
Drive, near New Bern.
Proposed Project: Proposes to construct* two vinyl bulkheads for private use in the Neuse
River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 30, 2016. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
BNta ofNOr& CMUZU IEn*0nmentel Quality I ComW Mmapm nt
400 Commerce AVOW I Morohmi City, NC 28557
25U.08.28081252-747-3330 (M) '

NOT A LAMA PERMIT
Environmental
Quality
January 9, 2017
PAT MCCRORY
-' Governor
DONALD R. VAN DER VAART
Secretary
JAY ZIMMERMAN
DWR Director
D W R # 2016-0986
Craven County
Jack King
3003 Neuse River Drive
New Bern, NC 28562
Richard Gustafson
3006 Neuse River Drive
New Bern, NC 28562
Subject: Approval of 401 Water Qualjty Certification with Additional Conditions
Approval of Neuse Riparian Buffer impacts with Additional Conditions
King and Gustafson Residences —Shoreline Stabilization Project
Dear Messrs. King and Gustafson:
You have our approval for the impacts listed below for the purpose described in your application dated
October 10, 2016 and received by the Division of Water Resources (Division) on October 10, 2016 with
subsequent information received on January 9,.2017. These impacts are covered by the attached Water
Quality General Certification Number 3900, Neuse River Riparian Buffer Rules, and the conditions listed
below. This certification is associated; with the use of CAMA Major Permit and General Permits)
198000291 issued by the US Army Corps of Engineers (USACE). This Certification allows you to use the
CAMA Major Permit when the Division of Coastal Management issues it. Please note that you should
get any other federal, state or local permits before proceeding with your project, including those required
by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
This approval requires you, to follow the conditions listed in the enclosed certifications) or general
permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B. 0233(8)]
Type of Impact
Amount Approved
Amount Reduced
Plan location/
(units)
(units)
Reference
Permanent
Temporary
Attached
Open Water
OW-1 (Fill for Bulkhead)
0.06 (acres)
0 (acres)
Sheet 3 of 6
3-Nothing Compares-_,
State of North Carolina ('Environmental Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

--;
MR. KING AND GUSTAFSON
DWR# 201670986
401 AND BUFFER APPROVAL
— Page 2 of 5
Buffers -Zone 1
B-1(Temporary Impact from
0 (square feet)
8,700 (square feet)
Sheet 3 of 6
Bulkhead Installation)
Buffers -Zone2
B-1 (Temporary Impact from
0 (square feet)
2,900 (square feet)
Sheet 3 of 6
Bulkhead Installation)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are Incorporated by_reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit a
new application package with the appropriate fee..1f.the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible for
complying with all conditions. [15A NCAC 02B .0507(d)(2)]
3. Water Quality Certification
The proposed projectmust.comply with all the conditions of the General Water Quality
Certification(s) 3900. [15A NCAC 02B .0507(c)]
Continuing Compliance
4. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Washington Regional
Office at` 252.946.6481 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3),15A NCAC
02B .0200 (3)(f), and GS 143 Article 21A]
S. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 028.0220 Tidal Salt Water Quality for
Class SC Waters (3)(g) pH: shall be normal for waters in the area, which generally shall
range between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is
the result of natural conditions; (1) Turbidity: the turbidity in the receiving water shall not
exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the
existing turbidity level shall not be increased. 115A NCAC 02B .0220]
6. Sak

MR. KING AND GUSTAFSON
DWR# 2016-0986
401 AND BUFFER APPROVAL
-"- -. -' ` - Page 3 of 5
The permittee shall report to the local DWR Regional Office, within 24 hours, all significant
spills as defined under Section 311 of the Clean Water Act (Ref; 40 CFR 110.10 and CFR
117.21) or section of CERCLA (Ref: 40 CFR 302.4). Additionally, the permittee shall report
spills including: any oil spills of 25 gallons or more and any spill regardless of amount that
causes sheen on surface,waters.
Other Conditions
7. ReOoenerClause
Jack King, Richard Gustafson and their authorized agents shall conduct their activities in
a manner consistent with State water quality standards (including any requirements
resulting from compliance with section 303(d) of the Clean Water Act) and any other
appropriate requirements of State law and federal law. Jack King and Richard Gustafson
shall require their contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of their contractors (and/or agents) a copy of this
Certification. A copy of this Certification shall be included in the construction contract
and available on the job site at all times. If DWR determines that such standards or laws
are not being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to assure
compliance, DWR may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance
with 15A NCAC 2H.0507(d). Before modifying the certification, DWR shall notify the Jack
King, Richard Gustafson and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in
accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to
DWR in writing, shall be provided to the United States Army Corps of Engineers for
reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall
also become conditions of the 404 Permit for the project.
8. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained to flow
in a diffuse manner at a non -erosive velocities through the entire protected stream
buffers without re -concentrating. If this is not possible it may be necessary to provide
stormwater facilities that are considered to remove nitrogen and phosphorus.
Additionally, a stormwater management plan for this project shall provided to this Office
before any impacts approved herein are conducted. The plan shall specify all stormwater
discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers or nitrogen and phosphorus removal as described above will be
achieved. [15A NCAC 02H .0506(b)(5) and 15A NCAC 02B .0233(5)]
9. The Permittee shall replant the vegetation within temporarily disturbed areas associated
with this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre, existing 'trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be replanted

I A
MR. KING AND GUSTAFSON
DWR# 2016-0986
401 AND BUFFER APPROVAL
Page-4 of 5
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity. This density can usually be
achieved by planting approximately 360 (11 x 11 spacing) to 538 (9 x 9 spacing) trees per
acre.) Restoration of trees/shrubs/forest must be completed by the first subsequent
planting season (November 1 through March 30). Note, if the tree plantings do not
survive, they will need to be replaced such that the density is sufficient to provide 320
trees per acre at maturity. [15A NCAC 02H .0507 (c),15A NCAC 02H .0506 (b)(3), and 15A
NCAC 02B .0233(6)]
10. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)]
11. The applicant and/or authorized agent shall provide a completed Certificate of
Completion form to the Division within thirty (30) days of project completion (available
at http•//portal ncdenr org/web/wa/swp/ws/401/certsandpermits/apply/forms). (15A
NCAC 02H .0506(b)(5)]
12. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150E by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at htto://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received
in the OAH during normal office hours (Monday through Friday between 8:OOam and S:OOpm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, FedEx,
etc. ):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:

ti
a MR. KING AND GUSTAFSON
DWR# 2016-0986
401 AND BUFFER APPROVAL
_. _. Page 3of5 —
Sam H. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water and Neuse Buffer
Rules. Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if you
have any questions or concerns.
Sincerely,
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 3900
Certification of Completion
cc: Doug Huggett, DCM Morehead City Office (via email)
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Laserfiche
File
Jason R. Hill, Decks N' Docks Construction, Inc. (via email: [e-mail])

sch"m
Property
IGn9
M of tBla o 0 P-P sty
tfre is end
,
do nasWCures
b 2003
50' Vinyl Wingback (King)
Km Property
0
(C
7
C
0y
The total length of bulkhead is
based on horizontal distance
not sloped distance.
— Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
Jack & Stacey IGWRichard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Top View of yl Bulkhead Placement
Drawing #_ - of —
Date: 7/11 /2016
Scale, 1 " = 40'
YYERAN MUFFIER
APPROVED .
NORTH CAROLINA ENVIRONMENTAL
Upper Vinyl Wall: 310'x6' MANAGEMENT COMMISSION
King: 15V linear ft. DMs1ON OF WATER RESOUF4CE3
ro••- / Gustafson: 160' linear ft. t
DATE 2D
••• NVVL ;'� DWR PemliL L.
Neuse River 4
. ` ww1, •
\N\ .� ,Reb•, C�
7
10
Gustafson Property
Ramsey Property

Spears, Courtney
From:
Connell, Brad
Sent:
Tuesday, November 01, 2016 3:53 PM
To:
Spears, Courtney
Cc:
Huggett, Doug; Brownlow, Roy
Subject:
King -Gustafson application
Importance: High
Mrs. Spears,
I met with NCDWR representative, Mr. Anthony Scarbraugh, out on site today. His agency has concerns with this
proposal. The DWR's buffer rules require no steeper than a 3:1 slope, but the applicant is proposing a 2:1 slope. Mr.
Scarbraugh is requesting that the applicant redesign the proposal to meet this requirement by moving the retaining wall
landward and adjusting the land cut accordingly.
Brad Connell
Field Representative
NC Division of Coastal Management
httD://r)ortal.ncden r.orR/web/cm/dcm-home
[phone] ext. 214
Brad.Connell@ncdenceov
t: Nothing Compares-"..
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

_P,AT MCCRORY -.
-' - - Croveroor
: .DONALD R. UAN'D$R VA -ART ' . . ,.. .
Environtnentai , ..: secretary .
Quality JAY ZIMME
' DWR Director
November 10,2016.
b.
D W R # 16-0986,
Craven County ;
CERTIFIED MAIL: 7016 0750 0001.09017860 "
RETURN RECEIPT REQUESTED
Jack and Stacey King
.300'4Neuse'River Drive:
..New. Bern; NC 2g562
CERTIFIED. MAIL: 7016 0750 0001-09017877.' ,
RETURN RECEIPT REQUESTED
Richard and Gloria'Gustafson
3006 Neuse River Drive
New Bern, NC'28562
Subject:': .' REQUEST 'FOR'ADDITIONALINFORMATION
,
King and Gustafson Residences_Shoreline Stabilization Project'
Dear Mr, and Mrs..King and Mr..and Mrs. Gustafson:
On October 14; 2016,,;lie Division, of,Water Resources (Division). received your application dated. October
10, 2016, requesting a 401 Water Quality and Buffer Authorization Certification from the Division for the
subject project., The Division has determined that your application is incomplete and cannot be processed.
The application Is on -hold until. all of the foilowing'information is received-
1. Diffuse Flow Requirements and Practical Alternatives
Please;provide more details regarding how diffuseflow shall be maintained in the r'ipariari buffer .
by dispersing concentrated .flgw and reestablishing vegetation' ' [15A.NCAC•02H .0502(b), 15A
NCAC 02B4O233(5) and 15A.NCAC 02B..9233(8)(b)(iv)]. .
�. This should include alternative designs with contour- lines .down slope and:layouts of the;project
area to achieve diffuse flow through the ripariaci.bu'ffer.
Pursuant to .15A NCAC 02H .0502'(b) and NCAC 02B .0233(5) and (8)(b)(iv)] the applicant shall furnishall
of the above requested information forthe proper consideration of the application. If all of the requested
information' is not received in writing within 30 calendar days of receipt of this letter,.the bivision will be
'unable to approve the application.' and' It will be returned. The return of this project will necessitate
reapplication,to the Division forapproval, including a.complete application package and.:the appropriate . '
e- .
' fe.
State of North Carolina) Environmental Quality Water ResotircetMatarvQualityRegional Operations Section -Washington Regional Office '
' ' '..94'! Washington Square Mall,, Washington, NoM Carolina27889

Bodnar, Gregg
From: Bland, Raleigh W CIV CESAW CESAD (US) <[e-mail]>
Sent: Monday, January 23, 2017 8:39 AM
To: Bodnar, Gregg
Subject: RE: Ramsey, Barry and Elaine (276 Owens Lane, Columbia)
Jack King and Richard GustafsonSAW 201602165 PGP 198000291 Tier II Your Date
Thanks!
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Monday, January 23, 2017 8:23 AM
To: Bland, Raleigh W CIV CESAW CESAD (US)<[e-mail]>
Subject: [EXTERNAL] RE: Ramsey, Barry and Elaine (276 Owens Lane, Columbia)
Morning Raleigh,
Thanks for the verification. I have another one as well. Jack King and Richard Gustafson (3003 and 3006 Neuse
River Dr. New Bern). It was on hold for a DWR certification and I have taken it off hold with the certification authorized
recently. I don't have any comments on this one from the Corp., but they might have gotten lost on our end during the
transition from Courtney to Doug to me.
Thanks for all the help in clearing these out,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator/ Fisheries Resource Specialist Division of Coastal Management Department of
Environmental Quality
252 808 2808 ext 213 office
[e-mail]
400 Commerce Ave
Morehead City, NC 28557
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

-----Original Message -----
From: Bland, Raleigh W CIV CESAW CESAD (US) [mailto:[e-mail])
Sent: Monday, January 23, 2017 7:37 AM
To: Bodnar, Gregg <[e-mail]>
Subject: RE: Ramsey, Barry and Elaine (276 Owens Lane, Columbia)
No 404 impacts. Severe erosion and eroded upland field area yield no wetland impacts. Thanks!
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Thursday, January 19, 2017 1:39 PM
To: Bland, Raleigh W CIV CESAW CESAD (US)<[e-mail]>
Subject: [EXTERNAL] Ramsey, Barry and Elaine (276 Owens Lane, Columbia)
Afternoon Raleigh,
I will probably be bothering you a lot as I settle into being the new Courtney. But I wanted to follow up with
you concerning the memo that Kevin Hart sent out on 1/5/17 concerning the changes to 404 impacts and your
comments on the project.
Thanks in advance for the patience,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator / Fisheries Resource Specialist
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 213 office
[e-mail]
400 Commerce Ave
Morehead City, NC 28557

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

M
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jack King & Richard Gustafson
LOCATION OF PROJECT SITE: The project is located adjacent to the Neuse River at
3004 & 3006 Neuse River Drive, near New Bern, Craven County.
Photo Index-2006: 213-6267, grids T-17; 2000: 73-933, grids U-6.
Latitude: 35' 3'37.74"N Longitude: 077° O'25.07"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 7/13/16
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 10/6/16
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan —1996 Craven County (6/21/1999)
Land Classification from LUP —Developed
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — septic
Planned - N/A
(F) Type of Development: Existing — single family residences
Planned - a series of vinyl bulkheads
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION:
(A) Shallow Bottom 2,500 ft2
II (B) High Ground II II 17,400 ft2 II II
(E) Total Area Disturbed: 19,900 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SA; NSW Open: No
(H) Cultural Resources: None

• Field Investigation Report:
King- Gustafson
Paee 2
Proiect Summary: The applicants wish to construct two vinyl bulkheads for private use in
the Neuse River, Craven County.
Narrative Description:
The properties are located adjacent to the Neuse River at 3004 & 3006 Neuse River Drive near New
Bern, Craven County. These two lots are developed with single family residences. The adjacent
properties are similarly developed.
The elevation of the high ground of the parcels is about 21' above the normal water level (nwl).
Vegetation on the lots mainly consist of native deciduous trees and lawn grasses. There are no
Coastal Wetlands in the vicinity of the project area. The parcels have approximately 360' of
continuous shoreline combined along the Neuse River. Immediate offshore water depths adjacent to
the parcel range from—l' to —3' normal water level (NWL). The subaqueous substrate is firm without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 3 miles across at this location. These coastal waters are not classified as a Primary
Nursery Area and submerged aquatic vegetation is not present at this location. This area is closed to
shellfish harvest and is classified as SA; Nutrient Sensitive Waters. There is not a defined Federal
Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River
Riparian Buffer Rules.
Proposed Development:
The applicants wish to construct a 2-tiered bulkhead system to stabilize a 21' high bluff shoreline
adjacent to the Neuse River, near New Bern. The proposed development will take place across two
adjacent properties located at 3004 & 3006 Neuse River Drive, Craven County. The proposed
development will serve two private properties.
The alignment of the proposed shoreline stabilization project will need to extend out 10' waterward of
the normal water level (nwl) at the shoreline in order to support the two vinyl bulkheads at this
dramatic 21' elevation change. These bulkheads will connect to adjacent bulkheads on either
terminus. These proposed bulkheads would be 290' long. The lower bulkhead will be 10' high and
the upper bulkhead will be 6' high. The existing soil and backfill will be sloped and shaped to
connect to the 21' elevation where the existing residential dwellings are located. These disturbed
areas behind the bulkheads would then be revegetated upon completion of the project.
Anticipated Impacts:
The proposal will not pose a hazard to navigation. The proposed bulkhead will extend 10' waterward
into this section of the Neuse River. The proposed bulkhead will impact 2,500 square feet of shallow
bottom habitat and 17,400 square feet of high ground.
Brad Connell October 6, 2016 Morehead City

Jy Field Investigation Report:
King- Gustafson
Traditional marine construction methodology will be utilized during the construction of this private
shoreline stabilization project. Minimal temporary turbidity impacts are anticipated during
construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of the Neuse River are not
classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was not
observed. This area is closed to shellfish harvest and is classified as SA; Nutrient Sensitive
Waters. There is not a defined Federal Channel near the project area.
Brad Connell October 6, 2016 Morehead City

�'
2��

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT �ICtiA �' C- t-ot211�
G-I�yiAF�onj
I hereby certify that I own property adjacent to .JAcr% "• 15fr-Atelf F-I Nr:h 's
4 .300LP _ Name of Property Owner)
property located at 3ooa NAG FI V10- ��I Vt
on NnA,6 kIyF�- (Addreirs, Lot, Block,�tc.) UN" N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
locati
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
MA�o� PIT FIu� � o►r►tt:Y PErwE� -n-1E wrJ�►S
-Zg0'x V COWOK vINA, wAt L.,, CK1061=13o �h rRf�o►J= l&o')
uPPI vIn1Yt_'wAw(prjb1z 'IGU�,rRFLioN=rtro'�
-ro' w►►4C-iftCy-- (1�4iJ&1)
&Cj� .-Fi w V7 UNJ kJ0t0K1 A-r fi hS 'T-ir 4 E
air; Aw:rF A ff,* S -*-
RECEIVED
AUG 0 3 2016
VYA1y CR oGII I IUN
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must Initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
— I do not wish to waive the 15' setback requirement.
(Property Owner Information) (Adjacent Property Owner Information)- t-EF r
Si ature"
lbs. i�a-E �r(vl,TE15
Print or T p Name
�tC�N►�Dl�IFiz DfL1�C
"'tif��N t nIL 2g57rZ
tatelZiD
fy'U 51144-utf
Telephone Number/email address
Date*
`WAN Vey-
f:- 4
*Valid for one calendar year after signature*

II_I
Coastal Management
ENVIRONMENTAL QUALITY
October 6, 2016
Jack King & Richard Gustafson
3004-3006 Neuse River Drive
New Bern, NC 28562
Dear Mr. King and Mr. Gustafson:
PAT MCCRORY Clj
Governor
DONALD R. VAN DER VAART
Seeming
BRAXTON DAVIS
Duenor
The NC Division of Coastal Management hereby acknowledges receipt of your joint application
application for State approval for development of your property located adjacent to the Neuse
River at 3004-3006 Neuse River Drive in New Bern, Craven County. It was received on October
6, 2016, and appears to be adequate for processing at this time. The projected deadline for
making a decision is December 25, 2016. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been notified of a final
action by the initial deadline stated above, you should consider the review period extended.
Under those circumstances, this letter will serve as your notice of an extended review. However,
an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from October 6, 2016, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which
must be posted at the property of your proposed development. You should post this notice at
a conspicuous point along your property where it can be observed from a public road. Some
examples would be: Nailing the notice card to a telephone pole or tree along the road right-
of-way fronting your property, or at a point along the road right-of-way where a private road
would lead one into your property. Failure to post this notice could result in an incomplete
application.
Nothing Compares�.�
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
2528082808 T

r t
King -Gustafson
Page 2 of 2
10/6/2016
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and
notify me in writing if you wish to receive a copy of my field report and/or comments from
reviewing agencies.
Since"' i IN
Brad Connell
Coastal Management Representative
BC
Enclosure
CC: Courtney Spears, Asst. Major Permits Coordinator
Roy Brownlow, District Manager
Jason Hill, Decks'n' Docks Construction Inc.
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
2528082808 T

v
NOTI(010170A
CAMA PERMIT
APPLIES FOR
PROJECT: Construct 2 vinyl bulkheads within the
Neuse River near New Bern.
COMMENTS ACCEPTED THROUGH _ October31, 2016
APPLICANT:
Jack King & Richard Gustafson
3004-3006 Neuse River Drive
New Bern, NC 28562
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Brad Connell - DCM
400 Commerce Avenue
Morehead City, NC 28557
[phone]

C/
Craven NC - Document Stamp
7 c)a / d / Becky Thompson, Register
:03 of Deeis
/ pate 05/29/2002 Time 16:47:03 ! of
No: 2002-00045624
Book 1915 Page 995
l� o
c� Fee pat 23.00
NORTH CAROLINIL E. cise Tax: 670.00
a WARRANTY DEED
CRAVEN COUNTY
THIS DEED, made and entered into this the 0 / day of May,
z
2002, by and between JUDY AVERY (widow), of Craven County, North
Carolina, hereinafter referred to as Grantor and JOHN H. KING, III
and wife, STACEY GRIFFITH, of Craven County, North Carolina, whose
address is 3-lWllruse /K.c �A. r/� Nye,.
hereinafter referred to as Grantee;�'�
W I T N E S S E T H:
z
kThat the Grantor, for a valuable consideration paid by the
a
Grantees, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the
a
Grantees, their heirs and assigns, in fee simple, all that certain
a
0
lot or parcel of land situated in Number Seven Township, Craven
County, North Carolina and more particularly described as follows:
m EXHIBIT "A"
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and
all privileges and appurtenances thereto belonging to the Grantees
in fee simple.
And the Grantor covenants with the Grantees, that Grantor is
seized of the premises in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear of
all encumbrances, except all encumbrances or restrictions mentioned
above, and that Grantor will warrant and defend the title ainst
RECEIVED
AUG 0 3 2016
®CM- MHD CITY

Date 05/19/2002 Time 16:47:03 2 of 4 i
No: 2002-00045624
Book 1915 Pase 996
the lawful claims of all persons whatsoever.
The designation Grantor and Grantee as used herein shall
include all parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as
required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and
adopted as her seal the typewritten word "SEAL" appearing after her
signature hereinbelow this the day and year first above written.
(SEAL)
JURY AVERY
NORTH CAROLINA
CRAVEN COUNTY
I, `G , a Notary Public of the
County and State afor said, 6ertiZ that JURY AVER (widow)
personally appeared before me this day and acknowledged the due
execution of the foregoing document. _,
WITNESS and notarial seal, this the / do of May,
2002.
! N ubli
My
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

0
Date 05/29/2002 Time 16.47:03 3 of 4
4c::M02-4N045524 �y
Book 1915 Page 997
NORTH CAROLINA
CRAVEN COUNTY
The foregoing certificate of fJ&q�
is certified to be correct. Thie in trument was presented for
registration this day and hour, and duly recorded in the Office of
e Register of� D�e��cis of Craven County, North Carolina, in Book
at Page 9?5 .
This e �
o'clock M.
day of 2002, at S• w
f .
By:
IREGIS R OF D •DS DEPUTY REGISTER OF DEEDS
RECEIVED
AUG 0 3 2016
DCM- MHD C

C�
Date 05/29/1002 Time 16:47:03 4 of 4 F3s
No: 2002-00045624
Exhibit A Both 1915 Fa3e 998
Beginning at a point In the eastern right of way line of Neuse River Road (a 30-foot private
right of way), said point of beginning being located the following courses and distances
from the intersection of the centerline of Neuse River Road with the centerline of Patten
Road: South 360 24' 43" East along and with the centerline of Neuse River Road 233.76 feet
to a point; thence North 529 37' 00" East 10.29 feet to the POINT OF BEGINNING; thence from
said point of beginning so located North 510 15' 00" East 470.98 feet to a point In the
average mean hlghwater line of Neuse River; thence southwardly the following courses and
distances along with the average mean hlghwater line of Neuse River: South 01 ° 21' 30" West
36.44 feet, South 350 12' 57" East 64.38 feet, South 520 13' 38" East 40.50 feet, South 610 42'
23" East 53.77 feet, and South 320 29' 34" East 32.36 feet to a point In said average mean
hlghwater line of Neuse River; thence South 590 41' 58" West 482.07 feet to the eastern right
of way line of Neuse River Road; thence North 360 10' 00" West along and with the eastern
right of way line of Neuse River Road 142.50 feet to the point of beginning. The foregoing
description is taken from a map or plat entitled, "Re -Survey for Stacey Griffith and Jack King"
dated May 10, 2002, by Brad L. Suitt & Assoc., P.A.
Together with all littoral and riparian rights In and to the waters, shores and beaches of the
Neuse River as the Grantor is empowered to convey.
The foregoing property Is a portion of Lots 15 and 16, according to a map or plat recorded
In Map Book 2, Page 36, Craven County Registry. Being the same property described also In
a deed recorded in Book 1600, Page 396, Craven County Registry.
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

I
FCEPARED BY:
WARD AND SMRN. FA
ATTORNEYS AT LAW
331 W "N ST.
HAVELOCK HC
2"
R e
j
. '
N
BQ�5i0
, in rod
'62%RE05 2 3
nlr
STATE OF NORTH CAROLINA §§ ts•� '''
COUNTY OF CRAVEN
THIS DEED, made and entered into this the 18th day of
November, 1982, by and between SUE ANNE HENDERSON, party of the
first part; and GLORIA MUNTER GUSTAFSON and husband, RICHARD
ALFRED GUSTAFSON of 3006 Neuse River Drive, New Bern, Craven
County, North Carolina 28560, parties of the second part;
W I T N E S S E T H
That the party of the first part in consideration of
1the sum of TEN DOLLARS ($10) and other good and valuable con-
Ssiderations to said party paid by the parties of the second
part, the receipt of which is hereby acknowledged, has bargained
and sold and by these presents does bargain, sell, and convey
'.unto the parties of the second part, said parties' heirs and
assigns, the following described property, to wit:
All that certain lot or parcel of land lying and
being situate in Number Seven Township, Craven
County, North Carolina, and being more particularly
described as follows:
Beginning at a new iron pipe located at the south-
western corner of Lot No. Fifteen (15) as the same
is shown and delineated on that certain "Map of
The Patten Place," of record in Map Book 2, at
Page 36, in the office of the Register of Deeds of
Craven County, said point being located in the
centerline of River Road: Running thence from the
said place and point of beginning, so located,
North 060 16' East 86.2 feet to a point in the
centerline of River Road; running thence North 360
10' West 81.2 feet to a point in the centerline of
River Road; running thence North 59" 42' East
301.37 feet to a points running thence North 59"
42' East 150.7 feet to a new iron pipe located at
the top of the bluff on the westernside of the
Neuse River; running thence North 590 42' East
approximately 25.0 feet to the western high water
line of the Neuse River; running thence in a
southeasterly direction along the western high
water line of the Neuse River 152.95 feet to a
point; running thence South 590 42' West approxi-
mately 35.0 feet to a new iron pipe located on the
top of the bluff along the western side of t1a E C EIV E D
AUG 0 3 2016
DCM- MHD CITY

c
B03Y 10 IJ ?AG:206
Neuse River; running thence South 59' 42' west
525.0 feet to a new iron pipe located in the
centerline of River Road, the place and point of
beginning, according to that certain survey for
Richard A. Gustafson and wife, Gloria M. Gustafson
by Andrew D. Grady, R.L.S., dated November 10,
1982, which said survey is hereby incorporated
herein by reference, and being a portion of Lots
Nos. Fifteen (15) and Sixteen (16), as the same
are shown and delineated on that certain "Map of
The Patten Place," of record in Map Book 2, at
Page 36, in the office of the Register of Deeds of
Craven County.
Also conveyed hereby is a non-exclusive easement
and right-of-way for a period of one (1) year from
the date of recording of this conveyance over an
existing concrete drive for the purposes of ingress,
egress, and regress from River Road to the lot or
parcel of land hereby conveyed, the beginning
point for the centerline of the said easement and
right-of-way being located as follows:
Beginning at a new iron pipe located at the south-
western corner .of Lot No..15, as the same is shown
and delineated on that certain "Map of The Patten
Place," of record in Map Book 2, at Page 36, in
the office of the Register of Deeds of Craven
County, said point being located in the centerline
of River Road; running thence North 06' 16' East
86.2 feet to a point in the centerline of River
Road; running thence North,36' 10' West 81.2 feet
to a point in the centerline of River Road; running
thence North 59' 42' East 301.37 feet to a point,
the place and point of beginning. Running thence
from the said place and point of beginning, so
located, North 67' 36' West 100.0 feet to a point;
running thence North 7.3' 37' West 110.5 feet to
point; running thence.South 520 51' West 191.0
feet to a point in the centerline of River Road,
according to that certain survey for Richard A.
Gustafson and wife, Gloria M. Gustafson by Andrew
D. Grady, R.L.S., dated Novmeber 10, 1982, which
said survey is hereby incorporated herein by
reference for a more particular description of the
said easement and right-of-way.
Together with a joint right-of-way and easement
over and across those certain roadways shown on
said'map and designated.as the Patten Road,.River
Road, and Hail Road from Old Cherry Point Road
(old U.S. Highway No. 70) for purposes of ingress,
egress and regress over and upon said joint easRECEIVE
er EIV E
and rights -of -way: l
AUG 0 3 2016

CS
TO HAVE AND TO HOLD said property arid3v.4k�i44i24ei
and appurtenances thereunto belonging to the parties of the
second part, said parties' heirs and assigns forever.
And the party of the first part does covenant that
said party is seized of said premises in fee and has the right,
to convey same in fee simple; that the same is free from
encumbrances except any encumbrances or restrictions mentioned
above and that said party will warrant and defend the title to
the same against the lawful claims of all persons whomsoever.
u
IN TESTIMONY WHEREOF, the party of the first part has
thereunto set said party's hand and adopted as said party's seal
;the typewritten word "SEAL" appearing beside said party's name,
athis the day and year first above written.
(SEAL)
SUE ANNE HENDERSON
n
iSTATE OF NORTH CAROLZNA
,COUNTY OF CRAVEN
I, I-J� olu& , a Notary
'Public in and for said County and State, do hereby certify that
'SUE ANNE HENDERSON personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
WITNP'�-my hand and notar'aI stamp/seal, this the.
O—day of L , 19�.
My Commission expiress
%- t?-o(r
RECEIVED
AUG 0 3 Z016
DCM- MHD CITY

C�
I
MOKIO^ J ??X, M 1
STATE OF NORTH CAROLINA I
COUNTY OF CRAVEN j
The foregoing certificate of P
a Notary Public of Craven County, Northaro ina, is certi tied
to be correct. This instrument was presented for registration
this day and hour and duly recorded in the office of the Register
of Deeds of Craven County, North Carolina, in Book
Page 6L.
This day of 1982, at
(� ' tLDo' clock .M.
4 ��RegisterotDeeds
v t
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

Cs
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT -Ikte—c, a�'T�Eq r—lnlh
I hereby certify that I own property adjacent to L yA1rAfai )tQ 's
(Name of Property Owner)
property located at 2300 ec
(Address, Lot, Block Road, etc.)
on NEU�iE ftkyoL in /If AA[b7 i COVNTq N.C.
(Waterbody) (City/Town and/or County)
The apRlicantlias described to me, as shown below, the development proposed at the above
no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individuaiproposing development most fill in description below or attach a site drawing)
* mAjof- Pit tr f)t ev ioirjrLy BETwouo irce
14JD Ift, C1%1471-Ahfj�rotJS -)r--
-2q0'><)�' I.dw� �tNyt. w�t,t. Ce✓)r�la=t3�'�C trri9f�o%1�ICo�')
4
50' W 10 L 0PO— ( 1L10(n
- AmOIJr'f DF VtJY N0W0 Al--T i6 TWO,
WAIVER SECTION
*e7i IAJW MD 0P-*JIrJC-IS'Y-
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)REC E IVED
I do wish to waive the 15' setback requirement. AUG U 3 2016
40 not wish to waive the 15' setback requirement.
(PropLity Owner Information)
(Adjacent Property Owner Informationj -
Signature*
BARFtk AmN i RAAM ,Ta-V-:7TEl5
Print or Type Name
30D'tS NeI 6 PI VET PSI VG
Date*
/email address
(Revised Aug. 2014)
RITY
'Valid for one calendar year after signature*

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT ,IAtiL &-I K-11�i6i
I hereby certify that I own property adjacent to �IGMW � (ILd(t-iA 's
(Name of Property Owner)
property located at JP Oa 3C)t)U !�(F e �I�C liit I�
(Address, Lot, Block Road, etc. f
on NeVf-i6 ftwef in /��I�VI✓�� 00J)I1,j N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
I have no objection to this proposal.
I have objections to this proposal. .
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
MA.ofL PeV�mlrIorir" f3ETWEE7,,A-MiE wrJ 'e,
ATjn -Mti C oe rA-�12Or`iS
-261t)'Ktt)' L-uVJF-V VIlt`ll_i.vat,t.(�I,t(�=i�� IC�t�Tigf�al.1'I��')
'30'x co' 0
- 60' w 10C-tP,
I understand that a F
must be set back a r
me. (If you wish to w
1 �c ,d TM� NGV�-
� 1\� Tf�C M A ( t�-
� � e(-JT 6-70r T-
DR fz ONz - 0
Idowis,
I do not wish to waive the 15' setback requirement.
I (,1�A f-, �'orA- l tP0,)
h1`7 TI M 6
t: "An -to-? DKA- ,Jl 06IS-*-
ater, boathouse, lift, or groin
an access use,
waived by
rte blank below.
�ECEIVED
AUG 2 5 2016
(Property Owner Information) (Adjacent Property Owner DoWticho wf6iKy
N Ay �rtEy
Signature �1 f�GX �� yTflGi�i ILIh
FIG9:1A &IU�fRitiitsnj
Pnnt or Type Name
30oti 3oGt,NEV 12C:�19�lvi✓
—
Signature Cr
,imewI Am j 12-AaV7�,Tf-wwEe-
Print orT pe Name
30f2IVeg- 12P1VE
Mailing A d ss
I�EIti P"j , 'J'-' 2g6bZ
(tZT � t`d
Telephone Number/email address
5- -f - i6
Date *
(Revised Aug. 2014)
'Valid for one calendar year after signature'

Craven County Geographic Information System
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County CIS reporting services on 7/9/2016 1:02:54 PM
Parcel ID :
7-021 -017
Owner :
GUSTAFSON, GLORIA M & RICHARD A
Mailing Address :
3006 NEUSE RIVER DR NEW BERN NC 28560 U171'2
Property Address :
3006 NEUSE RIVER DR
Description :
PT 15 & PT 16 CARTER DAIRY
Lot Description :
Assessed Acreage :
1.660 Calculated Acreage: 1.780
Deed Reference :
1013-0205 Recorded Date : 001982
Recorded Survey
Estate Number :
Land Value :
$275,250 Tax Exempt : No
Improvement Value :
$191,800 # of Improvements : 2
Total Value :
$467,050
City Name :
Fire tax District : TOWNSHIP 7
Drainage District :
Special District
Land use :
RESIDENTIAL - ONE FAMILY UNIT
Recent Sales Information
SALE DATE Sellers Name Buyers Name Sale Type Sale Price
11/17/1982 GUSTAFSON, GLORIA M & BUILDING SALE $97,500
RICHARD A
List of Improvements to Site
Type of Structure Year Built Base Area 1st Floor Value
RESIDENTIAL CONSTRUCTION 1945 1280 $190,300
BARN -ONE STORY -DETACHED 1965 800 $1,500
RECEIVED
AUG 0 3 2016
0
DCM- MHD CITY

Craven County Geographic Information System
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County GIS reporting services on 7/9/2016 1:04:19 PM
Parcel ID 7-021 -016
Owner: KING, JOHN H III & STACEY GRIFFITH
Mailing Address : 3004 NEUSE RIVER DR NEW BERN NC 28560
Property Address : 3004 NEUSE RIVER DR
Description : PT 16 & 15 CARTER DAIRY 271�
Lot Description :
Assessed Acreage: 1.850
Calculated Acreage:
1.850
Deed Reference : 1915-0995
Recorded Date :
5 29 2002
Recorded Survey
Estate Number :
Land Value : $302,500
Tax Exempt:
No
Improvement Value : $365,340
# of Improvements :
3
Total Value: $667,840
City Name :
Fire tax District :
TOWNSHIP 7
Drainage District :
Special District
Land use : RESIDENTIAL - ONE FAMILY UNIT
Recent
Sales Information
SALE DATE Sellers Name
Buyers Name
Sale Type
Sale Price
5/29/2002 AVERY, JUDY K
KING, JOHN H III & STACEY
STRAIGHT
$435,000
GRIFFITH
TRANSFER
1/1/1999 AVERY, LES E & JUDY K
AVERY, JUDY K
STRAIGHT
$0
TRANSFER
12/3/1997 SILVER, ARTHUR M
AVERY, LES E & JUDY K
STRAIGHT
$165,000
TRANSFER
12/28/1992 SILVER, DONALD J &
SILVER, ARTHUR M
STRAIGHT
$0
KAY B
TRANSFER
List of Improvements to Site
Type of Structure
Year Built
RESIDENTIAL CONSTRUCTION
1998
BOAT DOCK/PIER-RESIDENTIAL
2002
GARAGE/SHOP-DETACHED
1998
Base Area list Floor
Value
2600
$336,440
746
$15,100
576
$13,800
c
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

a
AGENT AUTHORIZATION FORM FOR PERMIT APPLICATIONS
Name of Property Owner Applying for Permit:
Mailing address: ?PDT( NL;,U 6 f—lv'b—f— iiply6
Telephone Number: jc
I certify that I have authorized Ol2v-:� /-j' Ooc-irz, , / (agent/contractor),
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of (Z) V t rJ`/L 4
at my property located at _ yjQQL, 1liE f 1 VEIL- OA v
This certification is valid through
nformation)
La
'i- / - �?-D I -1
S rac Y K� 6-
Print or ly e Name
Title, co. owner or trustee for property
'1-I'-5-i(,I
Date
(u2) t6u -IQ q-,5-
Telephone Number
51r.i4gq'300!nO+koo.CQrA
Email Address
(date).
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date l-h'-�yIU
Name of Property Owner Applying for Permit:
I 16-AM-0 ti 6X o p-A C-7uhTAf iO n1
Mailing Address:
?JOou N6V7E (LI\1ePVP\/6
Ngk) 00PIli 11\ i 2-9157iZ
I certify that I have authorized (agent) 179Z'/7 IJ' 1/ DC46-'�7 t 1 r,1tir to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity)
VI
N`�L �111Li�FfF�n�
i ejA 1' 1 VV ,
at (my property located at)
/(S)
✓0dLP
NJyxr ✓ ylyi-ykyE
This certification is valid thru (date) y - I - 21) I -4-
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

G)
CAMA MAJOR
PERMIT APPLICATION
for
Jack & Stacey King
3004 Neuse River Drive
r�
Richard & Gloria Gustafson
3006 Neuse River Drive
For any questions regarding this application, please contact:
Decks N' Docks Construction, Inc. RECEIVED
Jason R. Hill AUG 0 3 2016
Cell: [phone] — Office: [phone]DCM- MHD CITY
[e-mail]

Coastal Management
ENVIRONMENTAL QUALITY
The Sun Journal
Legal Advertisement Section
P.O. Box 1149
New Bern, NC 28563
Re: Public Notice -Jack King & Richard Gustafson
Dear Sir:
YAI MUUKUKY
Gore"
DONALD R. VAN DER VAART
secretare
BRAXTON DAVIS
Please publish the attached Notice in the October 16, 2016 issue of the Sun Journal.
Direrior
C4
October 6, 2016
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Since
"#
Brad Connell
Coastal Management Representative
Enclosure
cc: Courtney Spears
Roy Brownlow
Nothing Compares�-
State of North Carolina I EnvirnYmemal Quality I Coastal Management
40D Commerce Ave I Morehead City, NC 28557
252 808 2808 T

1
LS
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on October 6, 2016. According to said application, Jack King
and Richard Gustafson propose to construct two vinyl bulkheads within the Neuse River, adjacent to 3004
& 3006 Neuse River Drive, Craven County. A copy of the entire application may be examined or copied at
the office of Brad Connell, NC Division of Coastal Management, located at 400 Commerce Avenue,
Morehead City, NC, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to October 31, 2016, will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies.
Notice of the permit decision in this matter will be provided upon written request.
PUBLISHED ON: October 16, 2016
!'/'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

TRANSMISSION JOURNAL T330SYOW1261 F670-A14
TIME :10-06-201611:01
FAX NO.1 :12522473330
NAME : DEQ-COASTAL
NO. FILENO. DATETIME DURATION PGS TO DEPT MODE STATUS
060 304 10.0611:00 00:15 2 ft919109382722 EC 603 OK

Connell, Brad
From:
Connell, Brad
Sent:
Monday, August 15, 2016 8:30 AM
To:
'Jason & Miranda Hill'
Subject:
King -Gustafson proposal
Attachments:
MajorApplicationChecklist09.doc
Importance: High
Mr. Hill,
This CAMA major permit application package is thorough and well prepared. However, there are some changes to it
that you need to make before the DCM can accept it as complete and begin processing the application:
1. Project Narrative: please include discussion for the purpose and need to extend this shoreline stabilization
proposal 20' waterward of the shoreline at the normal water level (nwl);
2. Form DCM MP-1, 6f: please submit the signed certified mail green cards;
3. Work plan Drawings: please number all of the drawings (include the vicinity maps), please show and label the
existing conditions vs the proposed work, please label the adjacent waterbody, please label the shoreline at the
nwl on all drawings, please label the high ground property owners and property lines, please show the near
shore water depths within the work corridor, show high ground elevations (i.e. topo contours), and please show
the location of existing rip rap.
If you have any questions in the interim, please do not hesitate to contact me.
Brad Connell
Field Representative
NC Division of Coastal Management
httr)://r)ortal.ncdenr.org/web/cm/dcm-home
[phone] ext. 214
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

."'This is a word processing form to be completed in Microsoft Word*** 7
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/1%2012)
Applicant: Jack King and Richard Gustafson
Date: 10/6/2016
Project Site County: Craven
Staff: Brad Connell
District: ❑Elizabeth City ❑Washington
®Morehead City ❑Wilmington
Project Name: King -Gustafson bulkhead
Date of initial application submittal (EX: 1/8/2007): 8/3/2016
Date application "received as complete" in the Field office (EX: 1/8/2007): 10/6/2016
Permit Authorization: ❑CAMA ❑Dredge & Fill ®Both
SITE DESCRIPTION/PERMIT INFORMATION
PNA; ❑Yes NNo
Photos Taken: Yes ❑ No®
Setback Required (riparian): ❑Yes N No
Critical Habitat: ❑Yes NNo ❑Not Sure
15 foot waiver obtained: ❑Yes NNb
Hazard Notification Returned:
❑Yes NNo
SAV: ❑Yes NNo ❑Not Sure
Shell Bottom: ❑Yes NNo ❑ Not Sure
Temporary Impacts: NYes ❑No
Sandbags: ❑Yes NNo ❑ Not Sure
Did the land use classification come from
county LUP: NYes ❑No
Mitigation Required (optional):
❑Yes NNo
Moratorium Conditions: ❑Yes NNo
❑NA
Environmental Assessment Done:
❑Yes [-]No N NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) N Nutrient Sensitive Waters (NSW) I ❑ Swamp Waters (SW)
❑ High Quality Waters (HOW) ❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosurcides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
Sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemedanus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
N III(C) Priv. public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaeement.net revised: 02/15/10

I.
NC bivision of Coastal Mgt. Application Computer Sheet, Page 2 of 3) �1
Applicant: King -Gustafson
Date: .10/6/16_ __._.._.. __.
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet..
Activity Name
Number
TYPE
Choose
One
REPLACE
Choose
One
Dimension 1
Dimension 2
Dimension 3
Dimension 4
Vinyl Bulkhead
2
New Work ®
Maint ❑
Replace
❑ Y ON
P90', 290'
11,11
10', 6'
revised 02115/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
0
Applicant: King -Gustafson
Date:10/6116.
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
Includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Shallow Bottom
Dredge ❑ Fill ® Both ❑ Other ❑
2,500 ft2
2,500 ft2
High Ground
Dredge ❑ Fill ® Both ❑ Other ❑
17,400 ft2
17,400 112
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808.2808 :: 1.888.4RCOAST :: www.nccoastaimanaaement.net revised: 02/15/10

PROJECT NARRATIVE
NEUSE RIVER DRIVE PROJECT
Jack & Stacey King - Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive
RECEIVED
SEP 19 2016
DCM, MHO CITY
Proposed Project: Terraced vinyl bulkheads over both properties to preserve their
waterfront from further erosion. The bottom bulkhead will be 160'x10' on the
Gustafson property and continue onto the King property at 130'x10'. There will be a
50' Vinyl wingback on the King property where it attaches to the wood terraced wall
built in 2002. The upper terraced wall will also be vinyl. The lengths are 160'x6' on
Gustafson's property and 150'x6' on the King's property. All existing mature trees
will stay if possible.
Pupose of Project: Both of these properties have suffered significant erosion the
during the last 12-15 years. The 22' cliff has become dangerous. Both parties don't
know how much longer it can survive another hurricane season. The waterfront
needs stabilization and protection.
Construction Method of 10' Vinyl Bulkhead: The manufacturer of the vinyl sheet
piles will be ESP (Everlast Synthetic Products). We are going to use their 3.5 Series -
20' sheets (see attachment for specifications). Top and bottom whaler will be 6x6
thru bolted to a back 4x6 - these will be located 4' from the bottom and 3' from the
top. The lower tie backs will be 3/a" x16' every 5' O.C. to 3' deadmen and the upper tie
backs will be 5/8"x20' every 5' O.C. to 3' deadmen. The wood cap will be double 4x4
thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead hardware will be
galvanized. There will be a rock bed drain installed for storm water run off. This
drain will be placed directly behind the wall and consist of 3' wide x 2' deep of
gravel covered with filter cloth. Blue Marlin Filters (see attachment for
specifications) will be placed every 20' along wall for the storm water to run
through the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Construction of 6' Vinyl Bulkhead: The manufacturer of the vinyl sheet piles will
be ESP (Everlast Synthetic Products). We are going to use their 3.1 Series -12'
sheets (see attachment for specifications). Bottom whaler will be 6x6 thru bolted to
a 4x6 and top whaler will be 4x4 on the front thru bolted to 4x4 on the back. Tie
back system will consist of 5/8"x16' every 7'-6" O.C. to 3' deadmen. The wood cap
will be double 4x4 thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead
hardware will be galvanized. There will be a rock bed drain installed for storm
water run off. This drain will be placed directly behind the wall and consist of 3'

wide x 2' deep of gravel covered with filter cloth. Blue Marlin Filters (see attachment
for specifications) will be placed every 20' along wall for storm water to run through
the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
RECEIVED
stabilization.
SEP 19 Z016
Proposed Method of Work: Due to the nature of this project, the height and
instability of this cliff and the number of trees blocking the work zone area thpg{M _
will need to be a temporary access road/ledge constructed in order to install Ries
proposed structures. Our plan is to start at the existing retaining walls on King's
property, a sloped road will be cut into the hillside down to the NWL. There will be
sand -filled bags placed at the beginning of sloped road to deflect rain water away
from road, this will hopefully prevent any washing away of the roadway. Three sets
of silt fence will be placed down the sloped roadway as well. Along the NWL,
existing rock will be removed and placed in a line along waterfront on King's
property (18' out on average), silt fence and filter cloth will be backed up against the
rock and sand will be added for a temporary roadway/access to construction
bottom wall. Basically this roadway/access allows approx. 2' area to work from to
build the bottom bulkhead. As the bottom bulkhead is being constructed, the plan is
to pull down some of the cliff, and slope/sculpt the hillside. There are many fallen
trees along this cliff area. If rock is unavailable along the roadway construction,
some of the fallen trees may be used to construct the temporary roadway. All fallen
trees will be removed or covered in backfill at the end of the project. The
roadway/access will be removed at the end of project or at the end of the lower
bulkhead being built. Once the hillside is sloped/sculpted and the two new walls are
built, then clean backfill will be brought in and distributed.
Proposal to extend construction water ward 20': Due to the current, existing
condition of the waterfront, there is no safe area to place the equipment to start
sloping and sculpting the hillside. As it is right now, it's an approximate 22' vertical,
and slightly unstable cliff. Once the access road is made to get to the bottom of the
cliff, the equipment will be placed in the water to start moving the earth and shaping
the slope for the placement of the bottom wall. The normal water depth in this area
is approximately 1'-2', so my barge is unable to access the area, as it needs 2'+ of
water. So this option is not possible either. As it stands right now, this is the only
option my company has to install this bottom 10' bulkhead and to slope/sculpt the
hillside safely. ) r
Erosion & Sedimentation Control Plan: All existing mature trees will remain on
both properties if possible and their root system will not be bothered as much as
construction allows. Once all backfill is distributed and graded, 3 sections/rows of
silt fence will be installed at the top retaining wall and 5 sections/rows of silt fence
will be installed between the 2 walls. And once section/row will be installed up next
to bottom wall. There will be grass seed distributed thoroughly and hay for
MHD CITY

protection. If needed along the edge of each of the walls, a 2' section of sod will be
planted for quicker root system. All seeded areas will be fertilized and reseeded as
necessary until dense, vigorous grass/vegetation covers the work zone area.
Depending on the time of year this project is completed will depend on the type of
grass seed used. See the attachment for the type of grass needed for the time of year.
RECEIVE
SEP 19 '2V6
I)CM_ MHO CITY

Schufteis
Property
A
/ 4' WOOL
PILN
T000 wrm MIA i e
HOUSE
,
/�
King Property
King Pr pc erty'
P"v
21' ELEVATION
DRIVE WA
NWL
RIP RAP
24"depth @ 30'
14" depth @ 20'
�• >� �— 6" depth
/
PZ
HOUSE
L^•,
Asa
Gustafson Prop"y
i�
4
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Current/Existing Conditions of Properties
Drawing #__ of
Date: 7/11/2016
Scale: 1 " = 40'
Trent River
12' AVERAGE CUFF
TOP OF HILLSIDE
SPORATIC ROCK FROM
PREVIOUS WALL
AREA COVERED WITH HEAVY
\ TREE GROWTH
4")
16' VINYL BULKHEAD
FACED WITH ROCK
Ramsey Property

t
._ * •� LOQ*ION OF PROPERTY:
Directions to property; Hwy. 70 East to
Old Cherry Poinf Rd right past New
Ir
q Life Church turn IeNt the brick columns xY
, onto Patton Road. G 'Ehe stop sign,
take -a right and thesegroperties are
w` second/third house- the left.
AV
TRENT RIVER r
1
r:
f
yr Y
.r�Y
W

SchuReis
Property,
HOUSE
King Property
NWL
The total length of bulkhead is
based on horizontal distance
not sloped distance.
10' LOWER VINYL BULKHEAD
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Proposal of Work - After View
Drawing #__ of
Date: 7/11 /2016
Scale: 1 " = 40'
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
6' UPPER RETAINING WALL
SLOPE & REVEGATATE
\� Trent River
/
King�P
SLOPE & REVEGATATE
f PL \\
/ DRIVEWAY \ /\
HOUSE
Gustafson Property i
/PL Ramsey Property

Schutteis
Property
King
All of this ing property
the terr ails and
dock4dra4xistina structures
i
50' Vinyl Wingback (King)
r--T
King Property /
The total length of bulkhead is
based on horizontal distance
not sloped distance.
96 01,
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Top View of Vinyl Bulkhead Placement
Drawing #__ of
Date:7/11/2016
Scale: 1 " = 40'
Upper Vinyl Wall: 310'x6'
King: 150' linear ft.
Gustafson: 160' linear ft.
/4e'
� \ s4 0„
Gustafson Property
Trent River
Ramsey Property

requested wall location
15'-0"
V D
CEO
RE 6
SEP�g1
DCM_ MN
C
0
N
Access road needed for excavator
fill o
c
Will use existing rip rap to I
temporarily support access
road LIP,)
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross -Section of Access Roadway
Drawing #___ of
Date: 7/11 /2016
Scale: 1/4" = V

16'-0"
12'-0"
4x4 Front &
6x6 Front & 4x6 Back
— Blue Marlin Filters
20' O.C.
Tieback
5' O.C.
0
0
drain
Tieback
5' O.C.
WN1�a
16'-0"
20'-0"
I
Rock Bed Drain
12'-0"
min
Tieback
O.C.
max
3' Deadmen
RECEIVED
3'Deadmen
SEP 19 2016
DCM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross -Section View of Vinyl Bulkheads
Drawing # of
Date: 7/11 /2016
Scale: 1 /4" = V

Schulties
Property �
Trent River
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bem
Neuse River Drive Project
Erosion & Sedimentation Control Plan
Drawing # of
Date: 7/11 /2016
Scale: 1 " = 40'
(5) rows of Silt Fence up the
steepest slope
2' wide of section of sod can
be laid if the grass seed
doesn't take root quick enough
for a root system.
Seed/Hay waterward of this line
Silt Fences up until grass takes root
King Property / )
i
-s
/
m Gustafson Property
t n
Ramsey Properly.
v

wide x 2' deep of gravel covered with filter cloth. Blue Marlin Filters (see attachment
for specifications) will be placed every 20' along wall for storm water to run through
the wall. This prevents hydrostatic pressure buildup. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabi ization.
Proposed Method of Work: Due to the nature of this project, the height and
instability of this cliff and the number of trees blocking the work zone area there
will need to be a temporary access road/ledge constructed in order to install the
proposed structures. Our plan is to start at the existing retaining walls on King's
property, a sloped road will be cut into the hillside down to the NWL. There will be
sand -filled bags placed at the beginning of sloped road to deflect rain water away
from road, this will hopefully prevent any washing away of the roadway. Three sets
of si; t Fence will be placed down the sloped roadway as well. Along the NWL,
existing rock will be removed and placed in a line along waterfront on King's
proI-,,, i ty (18' out on average), silt fence and filter cloth will be backed up against the
rock and sand will be added for a temporary roadway/access to construction
botto rt % all. Basica! , this roadway/access allows approx. 2' area to work from to
build iie :)doom bL l!<head. As the bottom bulkhead is being constructed, the plan is
to hu! i in some of the cliff, and slope/sculpt the hillside. There are many fallen
tree _ . ... this cliff area. If rock is unavailable along the roadway construction,
son the fallen trees maybe used to construct the temporary roadway. All fallen
trei l: be ,emoved or covered in backfill at the end of the project. The
roar access will be removed at the end of project or at the end of the lower
bul. .< (i .x:ing bui:t. Once the hillside is sloped/sculpted and the w new walls are
buii_ `neu clean bac!<fill will be brought in and distributed. C ;I
� L,
Ere _ i _ _:dime o' ation Control Plan: All existing mature trees will remain on
bot' , .r! ics if possible and their root system will not be bothered as much as
con:,i n, (ti on allows. Once all backfill is distributed and graded, 3 sections/rows of
silt ; acc .vili be installed at the top retaining wall and 5 sections/rows of silt fence
will !.,_,Called between the 2 walls. And once section/rowwill be installed up next
to be r, ; wall. Thy re will be grass seed distributed thoroughly and hay for
prote, ti . n. !` need, along the edge of each of the walls, a 2' section of sod will be
plant, ' (; quicker )ot system. All seeded areas will be fertilized and reseeded as
nece s i- until der vigorous grass/vegetation covers the work zone area.
Depen(, on the t, i ,e of year this project is completed will depend on the type of
gra: , ^�_i used. Seethe attachment for the type of grass needed for the time of year.
RECEIVED
AUG 0 3 2016
DCM- MHD CITY

The total length of bulkhead is
based on horizontal distance
not sloped distance.
Lower Bulkhead: 290'x10'
24' 0 King: 130' linear ft.
Gustafson: 16?' ;near ft.
N
50' Vinyl Wingback (King)
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bem
Neuse River Drive Project
Top View of inyl Bulkhead Placement
Drawing # of �_
Date: 7/11 /2016
Scale: 1 " e 40'
Upper Vinyl Wall: 310'x6'
King: 150' linear ft.
Gustafson: 160' linear ft.

ff tQ9Y
12'-0"
44 Front &
6x6 Front & 4x6 Bac4
— Blue Marlin Filters
20' O.C.
Tieback
5' O.C.
b /_.- rock drain
Tieback
5' O.C.
16'-0"
I
20'-0"
Rock Bed Drain
12'-0"
Tieback
O.C.
3' Deadmen
min I max
3' Deadmen
RECEIVED
AUG 0 3 2016
DCM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross -Sect! View off nyl Bulkheads
Drawing # of _
Date:7/11/2016
Scale: 1/4" = V

requested wall location
Will use existing rip rap to
RECEIVED
temporarily support access
road
AUG 0 3 2016
DCM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Secti5of Acceq Roadway
Drawing
Date: 7/11 /2016
Scale: 1/4" = 1'

/ Seed/Hay waterward of this line
Silt Fences p until grass takes root
(5) rows of Silt Fence up the
steepest slope
� � m
0
W
0
a,
m
m
0
M.
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Erosion & S imentatig Control Plan
Drawing # of l_
Date: 7/11 /2016
Scale: 1 " - 40'
2' wide of section of sod can
be laid if the grass seed
doesn't take root quick enough
for a root system.

0
I
I

SCHULTEIS
y
GUSTAFSON .. -
MSE RA Y
_
Craven GIS
o m
�'
-
r.
U

Form DCM MP-2
EXCAVATION and FILL
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
[1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or
cubic yards.
c. (1) Does the area to be excavated include 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
OWL ❑None
(n) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlandstmarsh
(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
OWL _ ❑None
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(it) If yes, how much water area is affected? RECEIVED
AUG 0 3 2016
DCM- MHD CITY
13. SHORELINE STABILIZATION ❑This section not applicable
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanaeement.net revised: 12126106

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Nauss River Drive Project
Applicant 1: First Name
MI
Last Name
\
Jack & Stacey
King
.-
Applicant 2: First Name
MI
Last Name
'
Richard & Gloria
Gustafson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PC Box
City
Slate
3004 & 3006 Neuse River Drive
New Bern
NC
ZIP
Country
Phone No.
FAX No.
28562
USA
252 - 636 -1975 ext. (King)
252 - 636 —1542 (Gustafson)
Street Address (d different from above)
City
State
ZIP
Email
[e-mail] (King's email)
2. Agent/Contractor Information
Business Name
RECEIVE
Decks N' Docks Construction, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Jason
R
Hill
Agent/ Contractor 2: First Name
MI
Last Name
— MHE) IS
Miranda
S
Hill
Mailing Address
PO Box
City
State
1483 Crump Farm Road
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28562
252 - 637 -1595 ext.
252 - 671 - 0030 ext. Jason's Cell
FAX No.
Contractor #
54587
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
TY
252-808-2808 .. 1.888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
3004 & 3006 Nauss River Drive
Not state maintained
Subdivision Name
City
State
Zip
N/A
New Bern
NC
28562 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 636 -1975 ext. [phone] (Gustafson)
Lot 15 & 16 Carter Dairy Farm, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Nauss River
Nauss River
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
Neuse 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.
No
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
King: 130' & Gustafson: 160' = Total: 290'
King: 1.85ac & Gustafson: 1.77ac = 3.62 acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1.85, 1.77, 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
22' ❑NHW or ®NWL
e.
Vegetation on tract
Mature trees, juvenile trees, grass, flower beds.
AUG 0 3 2016
I.
Man-made features and uses now on tract DCM- M H D
Both properties have houses and out buildings. King's property already has one section of terraced wall with a dock built by
Decks N' Docks in 2002.
g.
Identity and describe the existing land uses ad acent to the proposed project site. III
Both neighbors have houses that have mature & juvenile trees, flower beds, etc. 4 V
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Zoned by Craven County.
(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?
<Form continues on next page>
m. (i) Are there wetlands on the site? ❑Yes ®No
TY
252.808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

EIVED
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Affach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Craven County water supply
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
As of now, each of these people have basically a 22' cliff/drop-off. We plan on coming in and building a terraced wall to save
their properties from completely eroding away.There will be a 10' high lower wall and a 6' high upper wall.
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.
See attached document and drawings for construction methods. The equipment used will be an excavator along with
numerous dump truck loads of backfill hauled in and distributed. The excavator will be stored there until the job is completed.
d. List all development activities you propose.
Proposed development activities include a 290'x10' lower vinyl wall, 310'x6' upper vinyl wall, 50' wingback (King's property),
and all will be backf lied with an unknown about of backfill because the hillside (22' cliff) will be sloped and that dirt will be
utilized as part of the backfill.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 14,500 ®Sq.Ft or []Aces
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes []No ON
that the public has established use of? r /"
h. Describe location and type of existing and proposed discharges to waters of the state.
Due to the height of the 22' cliff, the only way to be able to drive the sheet pile for the bottom wall is to move some existing
rock waterward, make a access area to place the sheet piles. This will be approx. 12' waterward (average). The access will
be secured with existing rock and filter cloth. This will allow for the excavator to cut back into the cliff/hillside.
i. Will wastewater or stormwater 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
RECj. Is there any mitigation proposed? ❑Yes []NO ON
If yes, attach a mitigation proposal.
03 2016
<Form continues on back>
6. Additional Information - H D C
252-808-2808 .. l-888.4RCOAST .. wwwnec on stal management. net

PROJECT NARRATIVE
NEUSE RIVER DRIVE PROJECT
Jack & Stacey King - Richard & Gloria Gustafson i
3004 & 3006 Neuse River Drive
Proposed Project: Terraced vinyl bulkheads over both properties to preserve their
waterfront from further erosion. The bottom bulkhead will be 160'x10' on the
Gustafson property and continue onto the King property at 130'x10'. There will be a
50' Vinyl wingback on the King property where it attaches to the wood terraced wall
built in 2002. The upper terraced wall will also be vinyl. The lengths are 160'x6' on
Gustafson's property and 150'x6' on the King's property. All existing mature trees
will stay if possible.
Purpose of Project: Both of these properties have suffered significant erosion the
during the last 12-15 years. The 22' cliff has become dangerous. Both parties don't
know how much longer it can survive another hurricane season. The waterfront
needs stabilization and protection.
Construction Method of 10' Vinyl Bulkhead: The manufacturer of the vinyl sheet
piles will be ESP (Everlast Synthetic Products). We are going to use their 3.5 Series -
20' sheets (see attachment for specifications). Top and bottom whaler will be 6x6
thru bolted to a back 4x6 - these will be located 4' from the bottom and T from the
top. The lower tie backs will be 3/4'x16' every 5' O.C. to 3' deadmen and the upper tie
bac.:: will be 5/8"x20' every T O.C. to 3' deadmen. The wood cap will be double 4x4
thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead hardware will be
galvanized. There will be a rock bed drain installed for storm water run off. This
drain will be placed directly behind the wall and consist of 3' wide x 2' deep of
gravel covered with filter cloth. Blue Marlin Filters (see attachment for RECEIVE:'
specifications) will be placed every 20' along wall for the storm water to run Q 3 20 6
through the wall. This prevents hydrostatic pressure buildup. The bulkhead will J
UG bac'. filled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization. DCM- MHD-:ryY
C.struction of 6' Vinyl Bulkhead: The manufacturer of the vinyl sheet piles will
be F;SP (Everlast Synthetic Products). We are going to use their 3.1 Series -12'
sheets (see attachment for specifications). Bottom whaler will be 6x6 thru bolted to
a 4x6 and top whaler will be 4x4 on the front thru bolted to 4x4 on the back Tie
back system will consist of 5/8"x16every T-6" O.C. to 3' deadmen. The wood cap
will 'le double 4x4 thru bolted to a 2x 10 and fastened with S.S. screws. All bulkhead
har 'ware will be galvanized. There will be a rock bed drain installed for storm
wan r run off. This drain will be placed directly behind the wall and consist of 3'

CHARLOTTE
W-
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jack King & Richard Gustafson
LOCATION OF PROJECT SITE: The project is located adjacent to the Neuse River at
3004 & 3006 Neuse River Drive, near New Bern, Craven County.
Photo Index-2006: 213-6267, grids T-17; 2000: 73-933, grids U-6.
Latitude: 35' 3'37.74"N Longitude: 077' O'25.07"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 7/13/16
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 10/6/16
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — 1996 Craven County (6/21/1999)
Land Classification from LUP —Developed
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — septic
J Planned - N/A
(F) Type of Development: Existing — single family residences
Planned - a series of vinyl bulkheads
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLET
(A) Shallow Bottom 1--� 2,500
II (B) High Ground J II 17,400 fe II II
(E) Total Area Disturbed: 19,900 fO
(F) Primary Nursery Area: No
(G) Water Classification: SA; NSW Open: No
(H) Cultural Resources: None

Field Investigation Report:
King- Gustafson
Page 2 _
Project Summary: The applicants wish to construct two vinyl bulkheads for private use in
the Neuse River, Craven County.
Narrative Description:
The properties are located adjacent to the Neuse River at 3004 & 3006 Neuse River Drive near New
Bern, Craven County. These two lots are developed with single family residences. The adjacent
properties are similarly developed.
The elevation of the high ground of the parcels is about 21' above the normal water level (nwl).
Vegetation on the lots mainly consist of native deciduous trees and lawn grasses. There are no
Coastal Wetlands in the vicinity of the project area. The parcels have approximately 360' of
continuous shoreline combined along the Neuse River. Immediate offshore water depths adjacent to
the parcel range from —1' to —3' normal water level (NWL). The subaqueous substrate is firm without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 3 miles across at this location. These coastal waters are not classified as a Primary
Nursery Area and submerged aquatic vegetation is not present at this location. This area is closed to
shellfish harvest and is classified as SA; Nutrient Sensitive Waters. There is not a defined Federal
Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River
Riparian Buffer Rules.
Proposed Development:
The applicants wish to construct a 2-tiered bulkhead system to stabilize a 21' high bluff shoreline
adjacent to the Neuse River, near New Bern. The proposed development will take place across two
adjacent properties located at 3004 & 3006 Neuse River Drive, Craven County. The proposed
development will serve two private properties.
The alignment of the proposed shoreline stabilization project will need to extend out 10' waterward of
the normal water level (nwl) at the shoreline in order to support the two vinyl bulkheads at this
dramatic 21' elevation change. These bulkheads will connect to adjacent bulkheads on either
terminus. These proposed bulkheads would be 290' long. The lower bulkhead will be 10' high and
the upper bulkhead will be 6' high. The existing soil and backfill will be sloped and shaped to
connect to the 21' elevation where the existing residential dwellings are located. These disturbed
areas behind the bulkheads would then be revegetated upon completion of the project.
Anticipated Impacts:
The proposal will not pose a hazard to navigation. The proposed bulkhead will extend 10' waterward
into this section of the Neuse River. The proposed bulkhead will impact 2,500 square feet of shallow
bottom habitat and 17,400 square feet of high ground.
Brad Connell October 6, 2016 Morehead City

Field Investigation Report:
King- Gustafson
Page 3
Traditional marine construction methodology will be utilized during the construction of this private
shoreline stabilization project. Minimal temporary turbidity impacts are anticipated during
construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of the Neuse River are not
classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was not
observed. This area is closed to shellfish harvest and is classified as SA; Nutrient Sensitive
Waters. There is not a defined Federal Channel near the project area.
Brad Connell October 6, 2016 . Morehead City

PROJECT NARRATIVE��
NEUSE RIVER DRIVE PROJECT oc 0 6 2()16
Jack & Stacey King - Richard & Gloria Gustafson Cl
3004 & 3006 Neuse River Drive Dcm® wj�`�
Proposed Project: Terraced vinyl bulkheads over both properties to preserve their
waterfront from further erosion. The bottom bulkhead will be 160'x10' on the
Gustafson property and continue onto the King property at 130'x10'. There will be a
50' Vinyl wingback on the King property where it attaches to the wood terraced wall
built in 2002. The upper terraced wall will also be vinyl. The lengths are 160'x6' on
Gustafson's property and 150'x6' on the King's property. All existing mature trees
will stay if possible.
Purpose of Project: Both of these properties have suffered significant erosion the
during the last 12-15 years. The 22' cliff has become dangerous. Both parties don't
know how much longer it can survive another hurricane season. The waterfront
needs stabilization and protection.
Construction Method of 10' Vinyl Bulkhead: The manufacturer of the vinyl sheet
piles will be ESP (Everlast Synthetic Products). We are going to use their 3.5 Series -
20' sheets (see attachment for specifications). Top and bottom whaler will be 6x6
thru bolted to a back 4z6 - these will be located 4' from the bottom and 3' from the
top. The lower tie backs will be 3/Vx16' every 5' O.C. to 3' deadmen and the upper tie
backs will be 5/8"x20' every 5' O.C. to 3' deadmen. The wood cap will be double 4x4
thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead hardware will be
galvanized. There will be a rock bed drain installed for storm water run off. This
drain will be placed directly behind the wall and consist of 3' wide x 2' deep of
gravel covered with filter cloth. Blue Marlin Filters (see attachment for
specifications) will be placed every 20' along wall for the storm water to run
through the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Construction of 6' Vinyl Bulkhead: The manufacturer of the vinyl sheet piles will
be ESP (Everlast Synthetic Products). We are going to use their 3.1 Series -12'
sheets (see attachment for specifications). Bottom whaler will be 6x6 thru bolted to
a 4x6 and top whaler will be 4x4 on the front thru bolted to 4x4 on the back. Tie
back system will consist of 5/8"x16' every 7'-6" O.C. to 3' deadmen. The wood cap
will be double 4x4 thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead
hardware will be galvanized. There will be a rock bed drain installed for storm
water run off. This drain will be placed directly behind the wall and consist of 3'

wide x 2' deep of gravel covered with filter cloth. Blue Marlin Filters (see attachment
for specifications) will be placed every 20' along wall for storm water to run through
the.wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Proposed Method of Work: Due to the nature of this project, the height and
instability of this cliff and the number of trees blocking the work zone area there
will need to be a temporary access road/ledge constructed in order to install the
proposed structures. Our plan is to start at the existing retaining walls on King's
property, a sloped road will be cut into the hillside down to the NWL. There will be
sand -filled bags placed at the beginning of sloped road to deflect rain water away
from road, this will hopefully prevent any washing away of the roadway. Three sets
of silt fence will be placed down the sloped roadway as well. Along the NWL,
existing rock will be removed and placed in a line along waterfront on King's
property (18' out on average), silt fence and filter cloth will be backed up against the
rock and sand will be added for a temporary roadway/access to construction
bottom wall. Basically this roadway/access allows approx. 2' area to work from to
build the bottom bulkhead. As the bottom bulkhead is being constructed, the plan is
to pull down some of the cliff, and slope/sculpt the hillside. There are many fallen
trees along this cliff area. If rock is unavailable along the roadway construction,
some of the fallen trees may be used to construct the temporary roadway. All fallen
trees will be removed or covered in backfill at the end of the project. The
roadway/access will be removed at the end of project or at the end of the lower
bulkhead being built. Once the hillside is sloped/sculpted and the two new walls are
built, then clean backfill will be brought in and distributed.
Proposal to extend construction water ward 20': Due to the current, existing
condition of the waterfront, there is no safe area to place the equipment to start
sloping and sculpting the hillside. As it is right now, it's an approximate 22' vertical,
and slightly unstable cliff. Once the access road is made to get to the bottom of the
cliff, the equipment will be placed in the water to start moving the earth and shaping
the slope for the placement of the bottom wall. The normal water depth in this area
is approximately 1'-2% so my barge is unable to access the area, as it needs 2'+ of
water. So this option is not possible either. As it stands right now, this is the only
option my company has to install this bottom 10' bulkhead and to slope/scglphe
hillside safely. i b �,r
Erosion & Sedimentation Control Plan: All existing mature trees will remainog 0 6 Z016
both properties if possible and their root system will not be bothered as much as ® g�
construction allows. Once all backfill is distributed and graded, 3 sectionnA Q4n
silt fence will be installed at the top retaining wall and 5 sections/rows of silt fence
will be installed between the 2 walls. And once section/row will be installed up next
to bottom wall. There will be grass seed distributed thoroughly and hay for

protection. -If needed along the edge of each of the walls, a 2' section of sod will be
planted for quicker root system. All seeded areas will be fertilized and reseeded as
necessary until dense, vigorous grass/vegetation covers the work zone area.
Depending on the time of year this project is completed will depend on the type of
grass seed used. See the attachment for the type of grass needed for the time of year.
OCT 0 6 2016

OCIYI MP-1
--APPLICATION-fora--
Maior Dovolopmont Pormft
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Neuse River Drive Project
Applicant 1: First Name
MI
Last Name
Jack & Stacey
King
Applicant 2: First Name
MI
Last Name
Richard & Gloria
Gustafson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
3004 & 3006 Neuse River Drive
New Bern
NC
ZIP
Country
Phone No.
FAX No.
28562
USA
252 - 636 -1975 ext. (King)
252 - 636 —1542 (Gustafson)
Street Address (d different from above)
city
State
ZIP
Email
[e-mail] (King's email)
2. Agent/Contractor information -
Business Name
Decks N' Docks Construction, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Jason
R
Hill
Agent/ Contractor 2: First Name
MI
Last Name
Miranda
S
Hill
Mailing Address
PO Box
City
State
1483 Crump Farm Road
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28562
252 - 637 -1595 ext.
252 - 671 - 0030 ext. Jason's Cell
FAX No.
Contractor#
54587
_ n
Street Address (if different from above)
City
State b Kj;i�WP'
RJ
Email
[e-mail]
f
v.s a.�uva avaa oar -✓e � a
<Form continues on back>
252-808-2808 :: 1-888-45RCOAST :: www. nccoastalrmanagement. net

Fdrm DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location — -
County (can be multiple)
Street Address
State Rd. #
Craven
3004 & 3006 Neuse River Drive
Not state maintained
Subdivision Name
City
State
Zip
N/A
New Bern
NC
28562 -
Phone No.
Lot No.(s) (if many, attach additional page with list) .
252 - 636 -1975 ext. [phone] (Gustafson)
Lot 15 & 16 Carter Dairy Farm, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River _
Neuse River
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
Neuse River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning judsdiction or city limit the proposed
❑Yes ®No
work falls within.
No
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
King: 130' & Gustafson: 160' = Total: 290'
King: 1.85ac & Gustafson: 1.77ac = 3.62 acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1.85, 1.77, 1 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
22' ❑NHW or ®NWL
e.
Vegetation on tract
Mature trees, juvenile trees, grass, flower beds.
f.
Man-made features and uses now on tract
Both properties have houses and out buildings. King's property already has one section of terraced wall with a dock built by
Decks N' Docks in 2002.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Both neighbors have houses that have mature & juvenile trees, flower beds, etc.
h.
How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
Zoned by Craven County.
(Attach zoning compliance certificate, if applicable)
❑Yes ONO ®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? ,y-W E IE W
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ONO ®NA
National Register listed OCT a 6 2016
or eligible property?
<Form continues on next pages DC I- HD CITY
m. (1) Are there wetlands on the site? ❑Yes ®No
252-BD3-2308 ;: 1-838-4RCDAST :; www. nccoasta tma nagement. not

Fdrm DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Craven County water supply
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
As of now, each of these people have basically a 22' cliff/drop-off. We plan on coming in and building a terraced wall to save
their properties from completely eroding away.There will be a 10' high lower wall and.a 6' high upper wall.
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.
See attached document and drawings for construction methods. The equipment used will be an excavator along with
numerous dump truckloads of backfill hauled in and distributed. The excavator will be stored there until the job is completed.
d. List all development activities you propose.
Proposed development activities include a 290'x10' lower vinyl wall, 310'x6' upper vinyl wall, 50' wingback (King's property),
and all will be backfilled with an unknown about of backfill because the hillside (22' cliff) will be sloped and that dirt will be
utilized as part of the backfill.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximatetotal disturbed land area resulting from the proposed project? 14,500 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Dyes ❑No ®NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Due to the height of the 22' cliff, the only way to be able to drive the sheet pile for the bottom wall is to move some existing
rock waterward, make a access area to place the sheet piles. This will be approx. 12' waterward (average). The access will
be secured with existing rock and filter cloth. This will allow for the excavator to cut back into the cliff/hillside.
i. Will wastewater or stonnwater 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. R-ECKEIVED
<Form continues on back> l C f 0 6 Z016
252-808-2808 .. 1-888.4RC4 AST .. w.vw.nccoas4almasnagemen4.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
In addibon (o tIJ gomp/eted applrcabonform (MP J) they/o�towing demsheldw rf appkcabfa must be"submitted m order for the apphcahon
package tb�be complete,$ Items,(a) �,a (n+are..IrNays applicable to��ny m�alo s�evelopment applrcaton Please consult the appkcphon ,�
instrucbon booklet"-
4 Propr3rly prepare (hexre4�red rterps belowt� g � , f � + ,� � ,, ,r�.i "� ,_�,
a,
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 DENR.
I. 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 proposedproject to the Division of Coastal Management.
Name; Ms Mae Scliulteis (letf neighbor" �, y ���, j �w , r �u" " Phone No (252)5142616
Address 5718 Gorl;doher Dnv6�New Bern NCS 28562 (3002 Neuse River Drive)
.".
Name Ms. Sarah Ann Ramsey, Trustee Phone No. [phone]
Address 3008 Neuse River Drive New Bern, NC 28562
u
v
Addre S k n ,o-� `d- t Ik+ a �� " n �t 1 r fs ,F✓`y rxzry'; . 1 �` i iT w � e
p �' �_ 4�.dt�:..,� .�ok'w,` r ..�J'�xi"r., R'�i�,a. µ.x.,, ';' .�� p?�4�°3i%� .t., s,.w5.a f r' � fi, .. n ✓'Z�
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. "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 CerlifWA-VaniantljPerm�ssnon� io Enter ortr�ar�tl �• f 1 y
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 furthe!l certify
/that
,the information provided in this application is truthful to the best of my knowledge.
Date I ��/% V l�Q Print Name Jas n R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
t
Signature
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
❑DCM MP-4 Structures Information
RECEIVED
AUG 0 3 2016
DCM- MHD CITY
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalma n agement. net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
In addition to this completed application form,.(MP-t) the following items below,if applicable, must be submitted in order for the application... -
package to be complete: Items (a) — (0 are always applicable to any major 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 DENR.
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 Ms. Mae Schulteis (left neighbor) - - Phone No..[phone]
Address 5718 Gondolier Drive New Bern, INC 28562 (3002 Neuse'River Drive) -
Name Ms. Sarah Ann Ramsey, Trustee Phone No. [phone]
Address 3008 Nauss River Drive New Bern, NC 28562
-Name - - Phone No.
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. 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
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 Print Name Jason R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
Signature
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 Developmentin
❑DCM MP-4 Structures Information
ocT 0 6 Z016
DC'W I�A"D G9_'y
252-808.2808 .. 1-838-4RCOAST .. wNrw.nccaas2almanacJemen#.sae4

Form DCM MP-2
- EXCAVATION and- FILL_-=
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1.
EXCAVATION
®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.
(i) Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(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
OWL []None -
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d.
(1) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(1) Does the disposal include any area in the water?
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
13' a
❑Yes ❑No ❑NA R E E-tj 9
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW _ ❑SAV _ ❑sB _
OCT ® & 2016
❑WL []None
(ii) Describe the purpose of disposal in these areas:
DCM-
3.
SHORELINE STABILIZATION • .
pThis section'not applicable
252-808-2808 revised;/2/26106

.Fam2'd'nch'i MP-2 (axCa''fa£ion and FBI, Page 2 of 2)
(If development is a wood groin, use MP-4— Structures)
---a. -Type of shoreline stabilization:- --b-.-- Length: -650`(290'-Lower Wall.310' Upper Wall+50`Wii
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: 30' aoorox.
c. Average distance waterward of NHW or NWL: 20' d. Maximum distance waterward of NHW or NWL: 24'
e. Type of stabilization material: f.
Vinyl sheet pile & planted vegetation. Existing trees will stay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfll 215 cu. vd. Riprap
Breakwater/Sill_ Other_
i. Source of fill material.
Local sand pit & Martin Marietta for gravel
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rock was placed.
h. Type of fill material.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) WIII fill material be brouaht to the site? ®Yes ❑No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CM.
If yes,
(ii) Amount of material to be placed in the water 215 cu. vds
(iii) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
submerged aquatic vegetation (SAW shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
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., dragline,
controlled? backhoe, or hydraulic dredge)? '
N/A. It will be brought in via dump truck and distributed. Excavator & tractor
c. (i) Will navigational aids be required as a result of the project?
[]Yes ❑No RNA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes []No RNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name -
Date Decks N',DocksConstruction,pENED
ln�
Neuse River Drive Project Applicant Signature
Project Name ocT 0
"TY
252-308-2808 :: 9-8884RcCOAS"i-:: www.aaccoasia3rmartagevaaeaad.ne revised: 92126/06

Form 0CM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 650' (290' Lower Wall, 310' Upper Wall + 50' Wingback)
_.®Bulkhead ❑Riprap - ❑Breakwater/Sill ❑Other:_ Width: 30'aoorox. ---' - -
c. Average distance waterward of NHW or NWL: 20' d. Maximum distance waterward of NHW or NWL: 24'
e. Type of stabilization material:
Vinyl sheet pile & planted vegetation. Existing trees will stay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 215 cu. vd. Riprap _
Breakwater/Sill Other
I. Source of fill material.
Local sand pit & Martin Marietta for gravel
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rock was placed.
It. Type of fill material.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4�.�THER`FILL AC;T,I�/l�ES s x +" ry ,„� w � � � �' '� � ❑Th/s sec�ib(� not a Gceble a
r`-�'t'�(I.iy'XCI(ICIWQ�bO�hh�i9�i7llYLa110'n��'�n9ay.�6 i.� j.*F '`�. �fi� m �'x'z, ,.' Fa n,.;,,m�'t�'� n°4;�b:;t F/✓ ..N `°+ '1W �C�� tf
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 215 cu. We
(III) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
a. How will excavated or fill material be kept on
controlled?
N/A. It will be brought in via dump truck and distributed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ENA
(ii) If yes, explain what type and how they will be implemented.
suomergea aquatic vegetation (aHv), sneu bottom tab), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
no
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator & tractor
d. (1) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No ENA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
.
�D�cXs N Doc�Es Construction, Inc �
�it� Y �
s
AUG 9 3 2016
252-808-2808:: 1.888.4RCOAST :: www.necoastalmanagement.net

MR it ♦ � / t f? i
� , r ✓' ' k , Ft+ ,,j �f F' i� l .. Lam/ y 1 • r 41 r •�••
I LOV-4ON OF PROPERTY:
Directions to prdperty: Hwy. 70 Eas[ to
Old Cherry Poin?Rd r right past,New
Life Church turn'IePtt the brick columns
jr 'onto Patton Road. Goo he stop sign,
41! take•arightandthese�opeytiesare
- second/third houses the -left'
96
z ' ,
NEUSE RIVER .`
`���E�, `�' _ 'fix (t,h'=`:• p
t
a
54
3 �. ., .. +, - a•�' •. ' - yeti v`'
64,
o-
+ s
r
..
.Y
'Ir
•
yr{ �y
� _lx _ii �. .Yeu....i� .J.r. �•.�effi .. .' /�� ` .. M_y.ii..r. �Y...:` u�R.. U.

Schulteis
Property
/ 4' WOOD
PN
,TERRACED WALLS
King Property
I
� 21' ELEVATION
King Property
HOUSE
o M / DRIVEWAY
C
PL/
HOUSE
M01
RIP RAP
24"depth @ 30'
14" depth @ 20'
6" depth
Jack & Stacey King/Richard & Gloria Gustafson !
3004 & 3006 Neuse River Drive -New Bern
Neuse River Drive Project
Current/Existing Conditions of Properties i
Drawing # of (_6_
Date: 7/11 /2016
Scale: 1" =40'
Neuse River
12' AVERAGE CUFF
\ TOP OF HILLSIDE
\ SPORATIC ROCK FROM
PREVIOUS WALL
AREA COVERED WITH HEAVY
\ . \ TREE GROWTH
16' VINYL
Gustafson Property
/PL/
j
YI
i
BULKHEAD
H ROCK j
Ramsey Property
I

Schulteis
Property,
King Property
NWL
The total length of bulkhead is
based on horizontal distance
not sloped distance.
i
SLOPE REVEGATATE
/
HOUSE
King Property �
SLOPE
PL /
C) M/ DRIVEWAY
oHOUSE
c5a - Gustafson Property
10' LOWER VINYL BULKHEAD
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Proposal of ftrk - After View
Drawing # of
Date: 7/11 /2016
Scale: 1 " = 40'
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
6' UPPER RETAINING WALL
Neuse River
/
/
/PL
Ramsey Property

Schulteis
-
Property .
'�
Jack & Stacey King/Richard & Gloria Gustafson
`
'ng
The total length of bulkhead is 3004 & 3006 Neuse River Drive -New Bem
/
All of this o
property
based on horizontal distance Neuse River Drive Project
` the to ails and
not sloped distance. �
do vesting
u t - 2003
structures
Top View of Vinyl Bulkhead Placement
King Pro
My `�
Drawing # of
Date: 7/11 /2016
— Lower Bulkhead: 290'x10' Scale: 1 " = 40'
24''0°
King: 130' linear ft.
\
10A
Gustafson: 160' linear ft.
24'-0"
961, ..
\
Upper Vinyl Wall: 310'x6'
o
0
)
King: 150' linear ft. {
`•,
Gustafson: 160' linear ft.
o`O �i—��_
/
,• NVJL
\
Neuse River
50' Vinyl Wingback (King)
King Property
�
\ i
/
o
\
�a
Gustafson Property /
Ramsey Property
/
mrn
/

requested wall location
temporamy support access FA L— %.V K--- & V € -I.V
road
ocr 06 2016
10CM- MHD CITY
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Sectio f Acc s Roadway
Drawing #_ of
Date: 7/11 /2 16
Scale: 1 /4" = V

16'-0"
i
12'-0n 12'-Oii
4x4 Front &
0 6x6 Front & 4x6 Bach
io
Blue Marlin Filters
20' O.C.
0
0
I
drain
Tieback
5' O.C.
Tieback
5' O.C.
16'-0"
20'-0"
min I max
" Tieback
i' O.C.
Bed Drain
3' Deadmen
_- _ ' 3' Deadmen
1E IVED
OCT a 6 2016
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross -Section j[iew of inyl Bulkheads
Drawing #_ of
Date: 7/1 1 /2016
Scale: 1/4" = 1'

Schulties
Property
Neuse River
(5) rows of Silt Fence up the
steepest slope
Seed/Hay waterward of this line
Silt Fences up until grass takes root /
King Property /
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bem
Neuse River Drive Project
Erosion & Se/0^imentatiControl Plan
Drawing
Date: 7/11 /2016
Scale: 1" = 40'
2' wide of section of sod can
be laid if the grass seed
doesn't take root quick enough
for a root system.
/ - Gustafson Property
/ O
Ramsey Property
QJ
umr
m@

r
I� oo
I'O
JET FILTER H❑USING
01.>50
mz.M
0 m
Y M
o � �
REPLACEMENT FILTER
#14 X 1 1/4' 410 S.S. SCREW
(4) REWD.
FILTER
Molding Services
of Illinois, Inc.'
fib N. West St. Olney. IIMei. SUW
ILE R6Wl IDV
N lv
JET FILTER

® MY
SYNTHETIC PRODUC;TS.LLO
L S�EE`T �1LE (Technical Data
M
16
Strength Rating (M)
Lbs-Ft/Ft
3,129
Modulus of Elasticity (E)
psi
380,000
Allowable Shear M
Lbs/Ft
2,536
Go -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus Q
ina/ft
11.4
Section Width
inches
20
Moment of Inertia (1)
in°/ft
39.8
UV Stabilized
Yes
Ultimate Tensile Stress
psi
6,300
Standard
Packaging
sheets/
bundle
20 &
10
Creep Limited stress
psi
4,000
This Mississippi
lakefront homeowner
opted for the
EverLast 3.1
in our standard
clay color to protect
it from this
brackish water.
4Acanmmmmp .
' , ' The values shown are nominal and may vary. The Information found In this document Is r pae4ed to r p We and
rL exurate. No warranties of any kind are made as to the suitability of ESP sheet piling for particular applications
or results obtained therefrom. Consult with a professional engineer and/or contractor as to the suitability of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 i Woodstock, GA 30189 I Tel: [phone] i Fax: [phone]
[e-mail] i www.everiastseawalls.com

® iste
$YN-THE.TIC PRO.DUOTSLLC
7.00"
ESP 3'5 VLNYL 6�FV'PZLE
12.00"
nical Data Sheet)
1 C51VED
AUG Q 3 Z016
�CW JHD Ceti
I
h4a1®J�(R'.iu'c134RtsS:a aPhiYYW:S:3GiiCd:(y6J-TVR. 4^+.SF'[-..T-fiti.�[5::.tlI:KIXC +. -xtl sA 4aFfR.we.Lc!nCh^Td.F^A'.MY?RPnC.:W%a�.W"F..CR�i.:si'IRBIf914
Strength Rating (M)
Lbs-Ft/Ft
3,490
Modulus of Elasticity (E)
psi
380,000
Allowable Shear (V)
Lbs/Ft
2,130
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus (Z)
ina/ft
12.7
Section Width
inches
12
Moment of Inertia (1)
in4/ft
44.4
UV Stabilized
Yes
Ultimate Tensile Stress
psi
6,300
Standard
Packaging
sheets/
bundle
40 &
20
Creep Limited stress
psi
4,000
These New Jersey
homeowners
chose the
EverLast 3.5
Series.
The values shown are nominal and may vary. The Information found in this document is believed to be true and
accurate. No warrantles of any Mnd are made as to the suitabllity of ESP sheet plling for particular applications
or results obtained therefrom. Consult with a professional engineer and/or contractor as to the suitability of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 I Woodstock, GA 30189 I Tel: [phone] Fax: [phone]
[e-mail] I www.everfastseawalls.com

J
W
N
TABLE 1: VEGETATIVE PLAN'
Seeding Mixture
Seedbed
Seeding
Mainte-
Area
Permanent
Temporary
Prepara-
Method
Mulch
nance
Notes
No.'
Description
Season'
lb/ac
lb/ac
_ tion
1
Steep
Spring
Tall fescue
slcons
or
Kole le"
'"d =-r los:-:-=.::.
(" ) low
bahi-graj6 25
V
areas (4) Overceed I
(fail
Mu-1
w_.:_e_ icings
German millet 40
Summer
of rye with Kobe
lespedeza in March
Winter
Rye grain 120
SP-2
SM-2
MA-5
if grading is not
complete. _________
___
2
________
High-
_____
Spring
______________
_______
Rye grain 120
Tall fescue can be
maintenance
Kobe lespedeza50
MA-4
seeded in spring -
turf
SP-3
SM-2
MU-2
increase rate to 250
Summer
German millet 40
lb/ac. Temp. seeding
Fall
Tall fescue blend200
MA-2
for fall is the same
Winter
Rye grain 120
MA-5
as for winter.
3
Grassed
Fall-
Tall fescue 200
_
channels
Spring
Rye grain 40
SP-9
SM-2
MU-3
MA-3
Sumer
Suer
Tall fescue 200
with side
slopes 3:1
German millet 10
__.__
----
4
________
Low-
___
__
Spring
____
__________
Tall fescue 100
___________
______
_____
_____
__
For temporary seeding
maintenance
or
Kobe lespedeza 10
MA-1
in spring or fall See
areas
Fall
Bahiagrass 25
5 below.
Rye grain 40
11
Summer
Tall fescue 100
SP-4
SM-2
MU-2
Kobe lespedeza 10
Use these specs for ;
Bermudagrass 15
MA-5
temporary diversions;
German millet 10
Winter
Rye grain 120
5
Areas
Spring
Rye grain 120
Treat temporary
requiring
Kobe lespedeza50
MA-4
diversions as low -
cover for
Summer
German millet 40
maintenance, permanent
less than 1
SP-4
SM-2
MU-2
(area 4)
Fall &
Rye grain 120
year
Winter
Kobe lespedeza50
MA-5
Include topsoil
stockpiles here
' Column entries for seedbo preparation, seeding method, mulch, and maintenance refer to Attachment 1.
' Area numbers are designain on map. 0"
' Spring (Feb. 1 - Apr. 15)3:Sum B$ (AM.15 - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 25 - Jan.).
c 0
C=
vD
6: rn

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jack King & Richard Gustafson
LOCATION OF PROJECT SITE: The project is located adjacent to the Neuse River at
3004 & 3006 Neuse River Drive, near New Bern, Craven County.
Photo Index-2006: 213-6267, grids T-17; 2000: 73-933, grids U-6.
Latitude: 35' 3'37.74"N Longitude: 077° O'25.07"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 7/13/16
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 10/6/16
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan —1996 Craven County (6/21/1999)
Land Classification from LUP —Developed
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — septic
Planned - N/A
(F) Type of Development: Existing — single family residences
Planned - a series of vinyl bulkheads
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: FILLED INCORP/SHADED
(A) Shallow Bottom 2,500 ft2
(B) High Ground 17,400 ft2
(E) Total Area Disturbed: 19,900 ft`
(F) Primary Nursery Area: No
(G) Water Classification: SA; NSW Open: No
(H) Cultural Resources: None
RECEIVED
NOV 0 4 2016
DCM- MHD CITY

Field Investigation Report:
King- Gustafson
Paee 2
Project Summary: The applicants wish to construct two vinyl bulkheads for private use in
the Neuse River, Craven County.
Narrative Description:
The properties are located adjacent to the Neuse River at 3004 & 3006 Neuse River Drive near New
Bern, Craven County. These two lots are developed with single family residences. The adjacent
properties are similarly developed.
The elevation of the high ground of the parcels is about 21' above the normal water level (nwl).
Vegetation on the lots mainly consist of native deciduous trees and lawn grasses. There are no
Coastal Wetlands in the vicinity of the project area. The parcels have approximately 360' of
continuous shoreline combined along the Neuse River. Immediate offshore water depths adjacent to
the parcel range from —1' to —3' normal water level (NWL). The subaqueous substrate is firm without
shell.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 3 miles across at this location. These coastal waters are not classified as a Primary
Nursery Area and submerged aquatic vegetation is not present at this location. This area is closed to
shellfish harvest and is classified as SA; Nutrient Sensitive Waters. There is not a defined Federal
Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River
Riparian Buffer Rules.
Proposed Development:
The applicants wish to construct a 2-tiered bulkhead system to stabilize a 21' high bluff shoreline
adjacent to the Neuse River, near New Bern. The proposed development will take place across two
adjacent properties located at 3004 & 3006 Neuse River Drive, Craven County. The proposed
development will serve two private properties.
The alignment of the proposed shoreline stabilization project will need to extend out 10' waterward of
the normal water level (nwl) at the shoreline in order to support the two vinyl bulkheads at this
dramatic 21' elevation change. These bulkheads will connect to adjacent bulkheads on either
terminus. These proposed bulkheads would be 290' long. The lower bulkhead will be 10' high and
the upper bulkhead will be 6' high. The existing soil and backfill will be sloped and shaped to
connect to the 21' elevation where the existing residential dwellings are located. These disturbed
areas behind the bulkheads would then be revegetated upon completion of the project.
Anticipated Impacts: G c O
The proposal will not pose a hazard to navigation. The proposed bulkhead will e�tgt�_�'kOIv Gard
into this section of the Neuse River. The proposed bulkhead will impact 2,500 sq are feet of khtll&
bottom habitat and 17,400 square feet of high ground. 0 V G\J"q
QCM'
MN�
Brad Connell October 6, 2016 Morehead City

Field Investigation Report:
King- Gustafson
Page 3
Traditional marine construction methodology will be utilized during the construction of this private
shoreline stabilization project. Minimal temporary turbidity impacts are anticipated during
construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of the Neuse River are not
classed as a Primary Nursery Area and the presence of submerged aquatic vegetation was not
observed. This area is closed to shellfish harvest and is classified as SA; Nutrient Sensitive
Waters. There is not a defined Federal Channel near the project area.
RECEIVED
NOV 0 4 2016
DCM- MHD CITY
Brad Connell October 6, 2016 Morehead City

PROJECT NARRATIVE
NEUSE RIVER DRIVE PROJECT
Jack & Stacey King - Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive
iRECEIVED
ocT 0 6 2016
DCM_ MHD CITY
Proposed Project: Terraced vinyl bulkheads over both properties to preserve their
waterfront from further erosion. The bottom bulkhead will be 160'x10' on the
Gustafson property and continue onto the King property at 130'x10'. There will be a
50' Vinyl wingback on the King property where it attaches to the wood terraced wall
built in 2002. The upper terraced wall will also be vinyl. The lengths are 160'x6' on
Gustafson's property and 150'x6' on the King's property. All existing mature trees
will stay if possible.
Purpose of Project: Both of these properties have suffered significant erosion the
during the last 12-15 years. The 22' cliff has become dangerous. Both parties don't
know how much longer it can survive another hurricane season. The waterfront
needs stabilization and protection.
Construction Method of 10' Vinyl Bulkhead: The manufacturer of the vinyl sheet
piles will be ESP (Everlast Synthetic Products). We are going to use their 3.5 Series -
20' sheets (see attachment for specifications). Top and bottom whaler will be 6x6
thru bolted to a back 4x6 - these will be located 4' from the bottom and 3' from the
top. The lower tie backs will be 3/4"x16' every 5' O.C. to 3' deadmen and the upper tie
backs will be 5/8"x20' every 5' O.C. to 3' deadmen. The wood cap will be double 4x4
thru bolted to a 2x10 and fastened with S.S. screws. All bulkhead hardware will be
galvanized. There will be a rock bed drain installed for storm water run off. This
drain will be placed directly behind the wall and consist of 3' wide x 2' deep of
gravel covered with filter cloth. Blue Marlin Filters (see attachment for
specifications) will be placed every 20' along wall for the storm water to run
through the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Construction of 6' Vinyl Bulkhead: The manufacturer of the vinyl sheet piles witu
C
be ESP (Everlast Synthetic Products). We are going to use their 3.1 Series -12' > N
C
sheets (see attachment for specifications). Bottom whaler will be 6x6 thru bolted Ipj
:::
a 4x6 and top whaler will be 4x4 on the front thru bolted to 4x4 on the back. Tie () c
back system will consist of 5/8"x16' every T-6" O.C. to 3' deadmen. The wood capLU z
will be double 4x4 thru bolted to a 2x10 and fastened with S.S. screws. All bulkheJX
U
hardware will be galvanized. There will be a rock bed drain installed for storm
p
water run off. This drain will be placed directly behind the wall and consist of 3'

wide x 2' deep of gravel covered with filter cloth. Blue Marlin Filters (see attachment
for specifications) will be placed every 20' along wall for storm water to run through
the wall. This prevents hydrostatic pressure build up. The bulkhead will be
backfilled with clean, non -clay sand. See Sedimentation Control Plan for root
stabilization.
Proposed Method of Work: Due to the nature of this project, the height and
instability of this cliff and the number of trees blocking the work zone area there
will need to be a temporary access road/ledge constructed in order to install the
proposed structures. Our plan is to start at the existing retaining walls on King's
property, a sloped road will be cut into the hillside down to the NWL. There will be
sand -filled bags placed at the beginning of sloped road to deflect rain water away
from road, this will hopefully prevent any washing away of the roadway. Three sets
of silt fence will be placed down the sloped roadway as well. Along the NWL,
existing rock will be removed and placed in a line along waterfront on King's
property (18' out on average), silt fence and filter cloth will be backed up against the
rock and sand will be added for a temporary roadway/access to construction
bottom wall. Basically this roadway/access allows approx. 2' area to work from to
build the bottom bulkhead. As the bottom bulkhead is being constructed, the plan is
to pull down some of the cliff, and slope/sculpt the hillside. There are many fallen
trees along this cliff area. If rock is unavailable along the roadway construction,
some of the fallen trees may be used to construct the temporary roadway. All fallen
trees will be removed or covered in backfill at the end of the project. The
roadway/access will be removed at the end of project or at the end of the lower
bulkhead being built. Once the hillside is sloped/sculpted and the two new walls are
built, then clean backfill will be brought in and distributed. RECEIVED
construction water ward 20': Due to the current, existip�V 0 4 2016
condition of the waterfront, there is no safe area to place the equipment to start
sloping and sculpting the hillside. As it is right now, it's an approximate DW&N, H D C ITY
and slightly unstable cliff. Once the access road is made to get to the bottom of the
cliff, the equipment will be placed in the water to start moving the earth and shaping
the slope for the placement of the bottom wall. The normal water depth in this area
is approximately 1'-2% so my barge is unable to access the area, as it needs 2'+ of
water. So this option is not possible either. As it stands right now, this is the only
option my company has to install this bottom 10' bulkhead and to slope/scHEMMED jAba
hillside safely.
All existing mature trees will remain)�J 0 6 2016
both properties if possible and their root system will not be bothered as much as construction allows. Once all backfill is distributed and graded, 3 sectionpGM nM H D CITY
silt fence will be installed at the top retaining wall and 5 sections/rows of silt fence
will be installed between the 2 walls. And once section/row will be installed up next
to bottom wall. There will be grass seed distributed thoroughly and hay for

protection. If needed along the edge of each of the walls, a 2' section of sod will be
planted for quicker root system. All seeded areas will be fertilized and reseeded as
necessary until dense, vigorous grass/vegetation covers the work zone area.
Depending on the time of year this project is completed will depend on the type of
grass seed used. See the attachment for the type of grass needed for the time of year.
RECEIVED
NOV 0 4 2016
Df ""- RIHD CITY
ISol E:TJA
OCT 0 6 2016
t

DO MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name
Project Name (if applicable)
Neuse River Drive Project
Applicant 1: First Name
MI
Last Name
Jack & Stacey
King
Applicant 2: First Name
MI
Last Name
Richard & Gloria
Gustafson
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PC Box
City
State
3004 & 3006 Neuse River Drive
New Bern
NC
ZIP
Country
Phone No.
FAX No.
28562
USA
252 - 636 -1975 ext. (King)
252 - 636 —1542 (Gustafson)
Street Address (if different from above)
City
State
ZIP
Email
[e-mail] (King's email)
2. Agent/Contractor Information
Business Name
Decks N' Docks Construction, Inc.
RECEIVED
Agent/ Contractor 1: First Name
MI
Last Name
Jason
R
Hill
NOV U 4 2016
Agent/ Contractor 2: First Name
MI
Last Name
Miranda
S
Hill
DC M- M H D CITY
Mailing Address
PO Box
City
State
1483 Crump Farm Road
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28562
252 - 637 -1595 ext.
252 - 671 - 0030 ext. Jason's Cell
FAX No.
Contractor #
54587
Street Address (if different from above)
City
State
Email
0 HIS
[e-mail]
Liss lvl- lvll 1✓ Vl I I
<Form continues on back>
252-808-2808 :: 1-888-4RCOA, www. nccoastalmanagement. net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
3004 & 3006 Neuse River Drive
Not state maintained
Subdivision Name
City
State
Zip
N/A
New Bann
NC
28562 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
252 - 636 - 1975 ext. [phone] (Gustafson)
Lot 15 & 16 Carter Dairy Farm, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Neuse River
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
Neuse 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.
No
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
King: 130' & Gustafson: 160' = Total: 290'
King: 1.85ac & Gustafson: 1.77ac = 3.62 acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1.85, 1.77, 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
22' ❑NHW or®NWL
e.
Vegetation on tract
Mature trees, juvenile trees, grass, flower beds.
f.
Man-made features and uses now on tract
Both properties have houses and out buildings. King's property already has one section of terraced wall with a dock built by
Decks N' Docks in 2002.
g.
Identify and describe the existing land uses adjacent to the proposed project site. RECEIVED
Both neighbors have houses that have mature & juvenile trees, flower beds, etc.
NOV 0 4 2016
h.
How does local government zone the tract?
I. Is the proposed project consist it , the apRfgl f)o tMJTy
�� ii
Zoned by Craven County.
(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 i E IV
yes, by whom? .r
1.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No ®NA ,,, ,,, T Z� �6
National Register listed or eligible property?
Al
<Form continues on next page> D C M" M H D CITY
m. (I) Are there wetlands on the site? ❑Yes ®No
252-808-2808 :: 9.888-4RCOAST :: www. nccoastaima nagement. net

Fdrm DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
(ii) Are there coastal wetlands on the site?
(III) If yes to either (i) or (it) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
❑Yes ®No
❑Yes ®No
o. Describe existing drinking water supply source.
Craven County water supply Kin/ n A 7 n i s
p. Describe existing storm water management or treatment systems.
[INIA nrm- MHD CITY
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ❑PubliciGovernment
®Private/Community
b.
Give a brief description of purpose, use, and dairy operations of the project when complete.
As of now, each of these people have basically a 22' Giff/drop-off. We plan on coming in and building a terraced wall to save
their properties from completely eroding away.There will be a 19 high lower wall and a 6' high upper wall.
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.
See attached document and drawings for construction methods. The equipment used will be an excavator along with
numerous dump truck loads of backfill hauled in and distributed. The excavator will be stored there until the job is completed.
d.
List all development activities you propose.
Proposed development activities include a 290'xl0' lower vinyl wall, 310'x6' upper vinyl wall, 50' wingback (King's property),
and all will be backfilled with an unknown about of backfill because the hillside (22' cliff) will be sloped and that dirt will be
utilized as part of the backfill.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New work
f.
What is the approximate total disturbed land area resulting from the proposed project? 14,500 ®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?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Due to the height of the 22' cliff, the only way to be able to drive the sheet pile for the bottom wall is to move some existing
rock waterward, make a access area to place the sheet piles. This will be approx. 12' waterward (average). The access will
be secured with existing rock and filter cloth. This will allow for the excavator to cut back into the cliff/hillside.
i.
WIII wastewater or stormwater be discharged into a wetland? ❑Yes ONO ®NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ONO ®NA
j.
Is there any mitigation proposed? ❑Yes ONO ®NA g
If attach a mitigation ak G E N E ya
yes, proposal.
<Fonn continues on back>
i Q fi 2016
252-808-2308 .. 1.888.4RCOAST .. www.nccaastaIm.anagement.ne?

Form DCM MP-1 (Page 4 of 4)
APPLICATION, for
Major Development Permit
In addition to this completed application form,. (MP-1) the following items below, if applicable, must be submitted in order for the application
i package to be complete. Items (a) - (1) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items belo v-::i
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 stale 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 DENR.
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 Ms. Mae Schulteis (left neighbor) Phone No. [phone]
Address 5718 Gondolier Drive New Bern, INC 28562 (3002 Nauss River Drive)
Name Ms. Sarah Ann Ramsey, Trustee Phone No. [phone]
Address 3008 Nauss River Drive New Bern, NC 28562
Name Phone No.
Address -
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. 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
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 furthe certify
that the information provided in this application is truthful to the best of my knowledge.
Print Name Jas n R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
1
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVE
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information RECEIVED AUG 0 3 2016
NOV 0 4 2016 DCM- MHD CITY
DCM- MHD CITY
252-808.2808 .. 1.888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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) — (f) are aiways applicable to any major development application. Please consult the application
instruction booklet on how to property 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 DENR.
I.
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 Ms. Mae Schulteis (left neighbor) Phone No. [phone]
Address 5718 Gondolier Drive New Bern, INC 28562 (3002 Neuse River Drive)
Name Ms. Sarah Ann Ramsey, Trustee Phone No. [phone]
Address 3008 Neuse River Drive New Bern, NC 28562
Name Phone No.
Address
g.
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
Jack & Stacey King CAMA permit obtained in 2001-2002 - # unknown
h.
Signed consultant or agent authorization form, If applicable.
I.
Wetland delineation, if necessary.
j.
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.
1 7. Certification and Permission to Enter on land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 Print Name Jason R. Hill & Miranda S. Hill (Decks N' Docks CrppstWtyj� incl C D
Signature
NOV 0 4 2016
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts DCM- M. CITY
[]DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
O(✓ 1 a� � ?��6
DC MHO C"TY
252.-333-2A08 .. 1-331 G41Rr.0AST .. +w nr .v.a,rcgast :a 9enar�a ?mer,t,r. 2

Form DCM MP-2
EXCAVATION and FILL
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
N A
NA
Final Project
NA
NA
Depth
1.
EXCAVATION
®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.
(i) Does the area to be excavated include coastal wetlandstmarsh
d. High -ground excavation in cubic yards.
(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 _
OWL ❑None
(ii) Describe the purpose of the excavation in these areas
E IV C D
REC G
Nov 0 4 2016
2.
DISPOSAL OF EXCAVATED MATERIAL
ncNP 1#s soaoG likable
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(1) Do you claim title to disposal area?
d. (I) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
[]Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(it) If yes, where?
e. (i) Does the disposal area include any 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
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (I) Does the disposal include any area in the water? ED
❑Yes ❑No ❑NA RECENt
(it) If yes, how much water area is affected?
UT 06 2016
DCM- MHD CITY
3. SHORELINE STABIUZATION ❑This section not applicable
252.808-2808 :; 1.888.4RCOAST :: www.nccoastatmanagement.ne4

'FoftxiI)CM NIP-2 (excavation and rm, Page 2 of 2)
(If development is a wood groin, use MP-4 — Structures)
- ---a. - Type of shoreline stabilization: - --- - to Length: 650' (290' Lower Wall, 310' Upper Wall + 50' Wineback)
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _ Width: 30'aporox.
c. Average distance waterward of NHW or NWL: 20' d. Maximum distance walerward of NHW or NWL: 24'
e. Type of stabilization material:
Vinyl sheet pile & planted vegetation. Existing trees will stay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 215 cu. A Riprap
Breakwater/Sill Other
I. Source of fill material.
Local sand pit & Martin Marietta for gravel
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rock was placed.
h. Type of fill material.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouoht to the site? Was []No ❑NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 215 cu. vds
(ill) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
submerged aquatic vegetation (SAV), shell bottom (513), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑cW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in thR E I V E D
NnV 0 4 20IG
D
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., dragline,
controlled? backhoe, or hydraulic dredge)?
N/A. It will be brought in via dump truck and distributed. Excavator & tractor
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]YesE]No ®NA site? []Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name
Date Decks N' Docks Construction, Inc.
Neuse River Drive Project Applicant Signature
ProjectName oc'T 0 6
Zvi 30,3

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
_(If development isawood groin, use MP-4-Structures) -
a. Type of shoreline stabilization: b.
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 20' d.
e. Type of stabilization material:
Vinyl sheet pile & planted vegetation. Existing trees will slay where
possible.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 215 cu. vd. Riprap
Breakwater/Sill Other
i. Source of fill material.
Local sand pit & Martin Marietta for gravel
Length: 650' (290' Lower Wall, 310' Upper Wall + 50' Winoback)
Width: 30' aporox.
Maximum distance waterward of NHW or Ni 24'
f. (1) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 20' since 2003 - from where rock was placed.
h. Type of fill material.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL`ACTIvITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brouaht to the site? MYes ❑No ❑NA b. 0) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 215 cu. vds
(III) Dimensions of fill area 340'x30'
(iv) Purpose of fill
To backfill behind the below wall and upper terraced wall.
15. GENERAL
a. How will excavated or fill material be kept on site and erasion
controlled?
N/A. It will be brought in via dump truck and distributed.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No SNA
(ii) If yes, explain what type and how they will be implemented.
4" -A jiru
Date
Neuse River Drive Project
Project Name
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
OWL ®None
(it) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator & tractor V
d. (I) Will wetlands be crossed in transpol-Ok5lipment to project
site? ❑Yes []No SNA �016
(it) If yes, explain steps that will be taken to a40 Or A! ize
environmental impacts.
Applicant Name �1
Decks N' Docks Construction, Inc.
Applicant Signature
E,EIVE
AUG 0 3 2016
252.808-2808 :: 1-888-4RCOAST :: WWW.necoastaimananement.net

t LOCION OF PROPERTY:
4 Directions to property: Hwy. 70 East to
' Old Cherry PoinlRd;-right past New '
Life Church turn lei t the brick columns e
onto Patton Road. Goo the stop sign,
` take -a right and these Voperties are.
second/third houses thQ left'
' NEUSE RIVER 'f
. x�:

Schulteis
Property
/ 4' WOOD
King Property
21' ELEVATION �\
King Prope
HOUSE
G �""
0
e `y fi4^ /
[� as
ty
/
PL/
/
HOUSE
MYR
24"depth @ 30'
14" depth @ 20'
6" depth
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive -New Bern
Neuse River Drive Project
Current/Existi g Co itans of Properties
Drawing # of
Date: 7/11 /2016
Scale: 1 " = 40'
Neuse River
12' AVERAGE CUFF
TOP OF HILLSIDE
SPORATIC ROCK FROM
PREVIOUS WALL
AREA COVERED WITH HEAVY
TREE GROWTH N
\ ` 16' VINYL BULIQiEAD
\ FACED WITH ROCK
Gustafson Property /
/pL/ Ramsey Property

Schulteis King Property
Property NWL
IL
The total length of bulkhead is
based on horizontal distance
not sloped distance.
SLOPE & REVEGATATE
v
0
HOUSE
King Property 7a
c
'P
52
PL
m
v
/
®
DRIVEWAY
o0
HOUSE
c
�
x
10' LOWER VINYL BULKHEAD
P
Gustafson Property
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Proposal of ftrk - After View
Drawing #-6L of _62
Date:7/11/2016
Scale: 1 " = 40'
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
6' UPPER RETAINING WALL
Neuse River
i
i
LPL
Ramsey Property
in)

Property
11
' //2003
perty
1 teaails
structures
�I
�Q10 241_0.1
The total length of bulkhead is
based on horizontal distance
not sloped distance.
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
lack & Stacey King/Richard & Gloria Gustafson
1004 & 3006 Neuse River Drive - New Bem
Jeuse River Drive Project
fop View of /�yt• yl Bulkhead Placement
)ram #_ '" of .Cq-_-_
)ate: 7/1112016
icale: 1 " = 40'
p �2.4�' 0" 96,
AA �/ f —'` — Upper Vinyl Wall: 310'x6'
)0 King: 150' linear ft.
�— _ `•, O,- Gustafson: 160' linear ft.
NWL
\ Neuse River
SO'Vinyl Wingback (King) ^` 1J3
King Properly
U
0
CI•a
Gustafson Property / Ramsey Property

requested wall location
Will use existing rip rap to
temporarily support access
road
RECEIVED
NOV 0 4 2016
DCM- MHD CITY
,RECEIVED
OCT 06 2016
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Sectlo f ACC s Roadway
Drawing #_ of
Date: 7/11/2 i6
Scale: 1/4" = 1'

p
16--0"
12.-0l. 12'-0
4x4 Front & Back-
6x6 Front & 4x6 Bach
— Blue Marlin Filters
20' O.C.
5/8" Tieback Rod-
5' O.C.
b -•rock drain
3/4" Tieback
s' D.C.
NWL
16'-0"
20'-0"
I
Bed Drain
Tieback
O.C.
min I max
3' Deadmen
REC��vE�
N0V � 4 2016
3' Deadme0c n n V.
HQ C+,TY
RECEIVED
OC-1 0 6 2.016
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Sectbnylew ofalinyl Bulkheads
Drawing #�_ of
Date: 7/11 /2016
Scale: 1 /4" = V

Schufts
Property
Neuse River
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Erosion & Sejimentati3m Control Plan
Drawing #-Li2— of (Q
Date: 7/11/2016
Scale: I " = 40'
(5) rows of Silt Fence up the
steepest slope
2' wide of section of sod can
be laid if the grass seed
....... doesn't take root quick enough
for a root system.
----------------
Seed/Hay waterward of this line
Silt Fences up until grass takes root / \
King Property
x
Gustafson Property
0
Ramsey Property
"IZ
O
rn
0
M

2.5 M
#14 X 1 1/4' 410 S.S. SCREW
(4) REQ'D.
JET FILTER H❑USING
REC NED
NOV 0 4 Z016
DCM- 1VIHD CITY
m
REPLACEMENT FILTER = w m
/
/
FILTER
Molding Services � of Illinois, Inc. ���
126 N. WW V. m". Ilmi . qW
.¢ FONIY
0.M2 6NN ..
JET FILTER
n
Bit
1

.EvaLlas i,v
SYNTHETIC PRODUCTS,LLC
ESP 3.1 VTNY� 5�ff7-PJL[ (Technical Data Sheet
RECEIVED
NOV 0 4 J16
DCM- MH CITY
RECE ED
AUG 0 3 2016
CITY
Strength Rating (M)
Lbs-Ft/Ft
3,129
Modulus of Elasticity (E)
psi
380,000
Allowable Shear M
Lbs/Ft
2,536
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus (2)
in3/ft
11.4
Section Width
inches
20
Moment of Inertia (1)
in°/ft
39.8
UV Stabilized
Yes
Ultimate Tensile Stress
psi
6,300
Standard
Packaging
sheets/
bundle
20 &
10
Creep Limited stress
psi
4,000
This Mississippi
lakefront homeowner
opted for the
EverLast 3.1
in our standard
clay color to protect
it from this
brackish water.
ti�m—kk
The values shown are nominal and may vary. The intonation found in this document is believed to be true and
accurate. No warranties of any kind are made as to the suitability of ESP sheet piling for particular applications
or results obtained therefrom. Consult with a professional engineer and/or contractor as to the suitability of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 1 Woodstock, GA 30189 1 Tel: [phone] Fax: [phone]
[e-mail] I www.evedastseawalls.com

t &A-ast
SYNTHETIC PRODUCTS,LLC
7.00"
i
t
ESP 3.5 VINYL 6�17-PILE (Technical Data
12.00"
®iC IVED
AUG ts 2016
DCM- HD CITN
Strength Rating (M)
Lbs-Ft/Ft
3,490
Modulus of Elasticity (E)
psi
380,000
Allowable Shear M
Lbs/Ft
2,130
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus Q
ina/ft
12.7
Section Width
inches
12
Moment of Inertia([)
in`/ft
44.4
UV Stabilized
Yes
Ultimate Tensile Stress
psi
6,300
Standard
Packaging
sheets/
bundle
40 &
20
Creep Limited stress
psi
4,000
RE:
N_
DV'�'
These New Jersey
homeowners
chose the
EverLast 3.5
Series.
LFAFFVWF�R�Zftt
EESS
The values shown are nominal and may vary. The information found in this document is believed to be true and
accurate. No warranties of any Wind are made as to the suitability of ESP sheet piling for particular applications
or results obtained therefrom. Consult with a professional engineer and/or contractor as to the suitability of this
product for your particular application.
1000 Wyngate Parkway I Suite 100 I Woodstock, GA 30189 I Tel: [phone] Fax: [phone]
[e-mail] I www.everiastseawalls.com

TABLE 1: VEGETATIVE PLAN'
u
N
Seeding Mixture
Seedbed
Permanent
Temporary
Seeding
Prepara-
Mainte-
.
Motes
Area
Meth��
tion
Hance
No.'
Description
Season'
lb/ac
lb/ac
1
Steep
Spring
Tall fescue '00
or
K( be leFDRdeva 1C
-�
hG. 1
lc.-r=
low Ifaii
Bahiagrn�c 23.
-
i
lareas
(4). Gvercead !
_. �. ,. ,.,. ,.`
c:_ i_ "-
Mu-1
'w:..._t: Ian-ings
....__
German millet 40
Summer
of rye with Kobe
lespedeza in March
Winter
Rye grain 120
SP-2
SM-2
MA-5
if grading is not
complete.
2
High-
Spring
-
Rye grain 120
-
Tall fescue can be
maintenance
Kobe lespedeza50
MA-4
seeded in spring -
turf
SP-3
SM-2
MU-2
increase rate to 250
Summer
German millet 90
lb/ac. Temp. seeding
Fall
Tall fescue blend200
MA-2
for fall is the same
Winter
Rye grain 120
MA-5
as for winter.
3
Grassed
Fall-
Tall fescue 200
channels
Spring
Rye grain 40
SP-9
SM-2
MU-3
MA-3
Summer
Tall fescue 200
with side
slopes 3:1
German millet 10
______
_____
____
_____
_______________
___
4
________
Low-
_____
Spring
______________
Tall fescue 100
___________
For temporary seeding
maintenance
or
Kobe lespedeza 10
MA-1
in spring or fall see
areas
Fall
Bahiagrass 25
5 below.
Rye grain 40
Summer
Tall fescue 100
SP-4
SM-2
MU-2
Kobe lespedeza 10
Use these specs for
Bermudagrass 15
MA-5
temporary diversions.
German millet 10
Winter
Rye grain 120
0^
5
Areas
Spring
Rye grain 120
Treat temporary
requiring
Kobe lespedezaSO
MA-4
diversions as low -
Summer
German millet 40
cover for
SP-9
SM-2
MU-2-(area
maintenance, permanent
4 G ( J
O m
less than 1
Fall fi
Rye grain 120
4)
year
Winter
Kobe lespedeza50
MA-5
Include topsoil
�P
stockpiles here
Column entries for seedb® preparation, seeding method, mulch, and maintenance refer to Attachment 1.
^ 1•,v ° Area numbers are designa0e on map.
' Spring (Feb. 1 - Apr. 15CSummC (AM. 15 - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 25 - Jan.).
0
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1

Craven K - Docuaent 5tase
7 C� ci d Becky Thoa2002 Ton, Register of Gee,e
Gate 65/29/2002 Tiae iti:47:03 1 of 4 I
!M: 2002-00045624
Book 1915 Page 995
l� 1 Fee sat 13.00
NORTH CAROLINK E ccise Tax: 870.00
WARRANTY DEED
CRAVEN COUNTY /y
THIS DEED, made and entered into this the -/ ly of May,
2002, by and between JUDY AVERY (widow), of Craven County, North
Carolina, hereinafter referred to as Grantor and JOHN H. KING, III
and wife, STACEY GRIFFITH, of Crav/enn County, North Carolina, whose
address is 3UOyA/✓uS/ t.0 [/A. ✓ [ /V �� ` /� �� �C
I
hereinafter referred to as Grantee;
W I T N E S S E T H:
That the Grantor, for a valuable consideration paid by the
Grantees, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the
Grantees, their heirs and assigns, in fee simple, all that certain
lot or parcel of land situated in Number Seven Township, Craven
County, North Carolina and more particularly described as follows:
EXHIBIT "A"
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and
all privileges and appurtenances thereto belonging to the Grantees
in fee simple.
And the Grantor covenants with the Grantees, that Grantor is
seized of the premises in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear of
all encumbrances, except all encumbrances or restrictions mentioned
above, and that GraEREOEW aPant and defend the title a ainat
NOV 0 4 2016
AUG 0 3 2016
CCM- MHD CITE'

a
Date 05/29/2002 Time 16:47:03 2 of 4 i
No: 2002-00045624
Book 1915 lase 996
the lawful claims of all persons whatsoever.
The designation Grantor and Grantee as used herein shall
include all parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as
required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and
adopted as her seal the typewritten word "SEAL" appearing after her
signature hereinbelow this the day and year first above written.
(SEAL)
JUDY AVERY d �
NORTH CAROLINA
CRAVEN COUNTY
I, YZ 4. G a Notary Public of the
County and State afor said, certi that JUDY AVER (widow)
personally appeared before me this day and acknowledged the due
execution of the foregoing document.
WITNESS and notarial seal, this the % do of May,
2002,
My Commis s Y
RECEIVED RECEIVED
NOV 0 4 2016 AUG 0 3 2016
DCM- MHD CITY DCM- MHD CITY
.: 1

1
Date 05/29i2002 Time 16,47;03 3 of
No.* 2002-00045524
Book 1915Pa3e 997
NORTH CAROLINA
CRAVEN COUNTY
The foregoing certificate of is certified to be correct. Thian}(pinry trument was presented for
registration this day and hour, and duly recorded in the Office of
the Register of Def is of Craven County, North Carolina, in Book
O-_ I at Page 9?s .
This e -ou day of 014ew 2002, at �• f
o'clock ILI�ji.m.
a/ BY
GIS R OF D DS DEPUTY REGISTER OF DEEDS
RECEIVED
NOV 0 4 2016
RECEIVED
DCM— MHD CITY AUG 0 3 2016
DCM— MHD CI

r.
Date 05/29/1002 Ti" 16:47:03 4 of 4 F3s
No: 2002-00045624
Exhlblt A Book 1915 Pa3e 998
Beginning at a point In the eastern right of way line of Neuse River Road (a 30-foot private
right of way), said point of beginning being located the following courses and distances
from the Intersection of the centerline of Neuse River Road with the centerline of Patten
Road: South 360 24' 43" East along and with the centerline of Neuse River Road 233.76 feet
to a point; thence North 520 37' 00" East 10.29 feet to the POINT OF BEGINNING; thence from
said point of beginning so located North 510 15' 00" East 470.98 feet to a point In the
average mean highwater line of Neuse River; thence southwardly the following courses and
distances along with the average mean highwater line of Neuse River: South G1 ° 21' 30" West
36.44 feet, South 350 12' 57' East 64.38 feet, South 520 13' 38" East 40.50 feet, South 610 42'
23" East 53.77 feet, and South 320 29' 34" East 32.36 feet to a point In said average mean
highwater Ilne of Neuse River; thence South 590 41' 58" West 482.07 feet to the eastern right
of way line of Neuse River Road; thence North 360 10' 00" West along and with the eastern
right of way line of Neuse River Road 142.50 feet to the point of beginning. The foregoing
description is taken from a map or plat entitled, "Re -Survey for Stacey Griffith and Jack King"
dated May 10, 2002, by Brad L. Suitt & Assoc., P.A.
Together with all littoral and riparian rights in and to the waters, shores and beaches of the
Neuse River as the Grantor Is empowered to convey.
The foregoing property Is a portion of Lots 15 and 16, according to a map or plat recorded
In Map Book 2, Page 36, Craven County Registry. Being the same property described also In
a deed recorded In Book 1600, Page 396, Craven County Registry.
NOV 0 4 2p16
DC►`��
AUG 0 3 2016
®CM- MHD CITY

iI
STATE OF NORTH CAROLINA 't C ' . i -
COUNTY OF CRAVEN t43GK V J
PrEPARED BY, THIS DEED, made and entered into this the 18th day of
WARD AND smM PA.
ATTORNEYS AT LAW November, 1982, by and between SUE -ANNE HENDERSON, party of the
3n W MAIN ST.
HAVELOCK NO first part; and GLORIA MUNTER GUSTAFSON and husband, RICHARD
AS;; -
ALFRED GUSTAFSON of 3006 Neuse River Drive, New Bern, Craven
County, North Carolina 28560, parties of the second part;
W I T N E S S E T H;
a
B 0 E S E 0
\l"CGO
na:•,Ya .
1tr2xRE8523
nlr
That the party of the first part in consideration of
the sum of TEN DOLLARS ($10) and other good and valuable con-
,,siderations to said party paid by the parties of the second
part, the receipt of which is hereby acknowledged, has bargained
and sold and by these presents does•bargain, sell, and convey
' unto the parties of the second part, said parties' heirs and
assigns, the following described property, to wit:
a All that certain lot or parcel of land lying and
being situate in Number Seven Township, Craven
County, North Carolina, and being more particularly
described as follows:
E Beginning at a new iron pipe located at the south-
; western corner of Lot No. Fifteen (15) as the same
i is shown and delineated on that certain "Map of
f The Patten Place," of record in Map Book 2, at
Page 36, in the office of the Register of Deeds of
Craven County, said point_being located in the
I centerline of River Road. ,Running thence from the
said place and point of beginning, so located,
North 06" 16' East 86.2 feet to a point in the
centerline of River Road; running thence North 36"
10' West 81.2 feet to a point in the centerline of
River Road; running thence North 59" 42' East
301.37 feet.to a point; running thence North 59"
42' East 150.7 feet to a new iron pipe located at
the top of the bluff on the western side of the
Neuse River; running thence North 590 42' East
approximately 25.0 feet to the western high water
line of the Neuse River; running thence in a.
southeasterly direction along the western high
water line of the Nauss River 152.95 feet to a
point; running thence South 590 42' West approxi-
mately %& new iron pip® located on the
top o U"q the western side of the
NOV 0 4 2016 RECEIVED
AUG 0 3 2016
DCM- MHD CITY
DCM- i4 HD CITY

to
8 G.^K
?AG:2LG
Neuse River; running thence South.59. 42' west
525.0 feet to a new iron pipe located in the
centerline of River Road, the place and point of
beginning, according to that certain survey for
Richard A. Gustafson'and wife, Gloria M. Gustafson
by Andrew D. Grady, R.L.S., dated November 10,
1982, which said survey is hereby incorporated
herein by reference, and being a portion of Lots
Nos. Fifteen (15) and Sixteen (16), as the same
are shown and delineated on that certain "Map of
The Patten Place," of record in Map Book 2, at
Page 36, in the office of the Register of Deeds of
Craven County.
Also conveyed hereby is a non-exclusive easement
and right-of-way for a period of one (1) year from
the date of recording of this conveyance over an
existing concrete drive for the purposes of ingress,
egress, and regress from River Road to the lot or
parcel of land hereby conveyed, the beginning
Point for the centerline of the said easement and
right-of-way being located as follows:
Beginning at a new iron pipe located at the south-
western .corner of Lot No..15, as the same is shown
and delineated on that certain "Map of The Patten
Place," of record in Map Book 2, at Page 36, in
the office of the Register of Deeds -of Craven
County, said point being located in the centerline
of River Road; running thence North 060.161 East
86.2 feet to a point in the centerline of River
Road; running thence North�36' 10' West 81.2 feet
to a point in the centerline of River Road; running
thence North 590 42' East 301.37 feet to a point,
the place and point of beginning. Running thence
from the said place and point of beginning, so Q
located, North 670 36' West 100.0 feet to a point;
running thence North 7.30 37' West 110.5 feet to W co
point; running thence.South 52° 51' West 191.0 o
feet to a point in the centerline of River Road, I C
according to that certain survey for Richard A. LU c
Gustafson and wife, Gloria M. Gustafson by Andrew
D. Grady, R.L.S., dated Noveeber 10, 1982, which ((/ Z
said survey is hereby incorporated herein by
reference for a more particular description of the V
said easement and right-of-way'. 0
Together with a joint right-of-way and easement
over and across those certain roadways shown on
said'map and designated,as the Patten Road,.River
Road, and Bail Road from Old Cherry Point Road
(old U.S. Highway No. 70) for purposes of ingress,
egress and regress over and upon said joint easgpee)}EE iaEI and rights -of -way. �r 4I 6
AUG 03 2016

iIt
TO HAVE AND TO }TOLD said property and" �a�Y+9i?AlE�ek
and appurtenances thereunto belonging to the parties of the
second part, said parties' heirs and assigns forever.
And the party of the first part does covenant that
said party is seized of said premises in fee and has the right.
to convey same in fee simple; that the same is free from
encumbrances except any encumbrances or restrictions mentioned
above and that said party will warrant and defend the title to
the same against the lawful claims of all persons whomsoever.
II IN TESTIMONY WHEREOF, the party of the first part has
R
thereunto set said party's hand and adopted as said party's seal
e
;the typewritten word "SEAL" appearing beside said party's name,
Ythis the day and year first above written.
1 >1/4��x/
(SEAL)
' SUE ANNE HENDERSON
a
:STATE OF NORTH CAROLINA
,COUNTY OF CRAVEN
a Notary
:Public in and of r said County and State, do i�ereby certify that
&SUE ANNE HENDERSON personally appeared before me this day and
:acknowledged the due execution of the foregoing instrument.
WITNE,��$y$ my hand and notarial stamp/seal, this the.
9 i�b `day of fll4lt�/YYrtLf. ,•19X-�.
My Commission expires:
�,- I-7-OIL
RECEll !!ED
NOV 0 4 2016 RECEii.E
DCM- MHD CITY AUG 03 2016
DCM- MHD CI Pt

BOOR
I !
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
The foregoing certificate of
a Notary Public of Craven County, North 'Caro il'na, is certified
to be correct. This instrument was presented for registration
this day and hour and duly recorded in the office of the Register
of Deeds of Craven County, North Carolina, in Book
Page c".
This day of -In 1982, at
['a, ,' �Do' clock M.
6 �� giste�Deeds
0
RECE'VE®. .
NOV 0 4 N16
pCM- MiHp CITY
RECENED
AUG 0 3 2016
I

0
0 Complete items 1, 2, and 3. Also complete
item 4 If Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressed to:
NiR•�+r� �-NUL"��-1Gi
6q1$ C'1oNnOuev- �R ivt
Nb'W p2l ✓ r—r " r h(G
9185&s? '
❑ Agent
L
❑Addressee
. Received by (Pdnted Name)
C. Date of Delivery
ate l
D. le delivery address different from item 17 U Yes
r YES, enter delivery address below: ❑ No
3. Service Type
❑ Certified Mail
❑ Express Mall
❑ Registered
❑ Retum Receipt for Merchandise
❑ Insured Mail
❑ C.O.D.
IIIIII IIIIII IIIIII IIIIII IIIIII I IIII IIII I III 4 Restricted! Delivery? (&ft Fee) ❑ Yes
..tr,nuer rmm semlce label) 7012 2920 11000 7412 2403
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATESFirst-Class Mall
Postage &Fees Paid
USPS
05 AL}G ' 1.6 Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box
Decks N' Docks Const, Inc.
1483 Crump Farm Road
New Bern, NC 28562
hllilll,Ill InP d 111 !PI iII h li hth IIIhVI..mll

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
JL4y. t4 9jVAy6l
30ag nr6V7E ( Ivy 014vE
/,Jew 6N, IJG -:2-fo i
A. Signs
X 1 ❑ Agent
❑ Addressee
B. Received by ( Printed Name) C. Date of Delivery
R D ( � 0- -3-fL
D. Is delivery address different from Item 14 U Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Cairlied Mail ❑ Express Mail
❑ Reglatered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Eats Fes) ❑ Yes
I 2 Article Number :' i
ransterFomsaviceah 7012 2920 0000 7412 2410
PS Form 3811. February 2004 Domestic Return Receipt 10259542-M-1540

UNITED STATEsrf L RVICif First -Class Mail
ryN ; Postage & Fees Paid
uses
5 .'t 4j-*7' ':t6 Permit No. G
• Sender: Please print your name, address, and ZIP+4 in this box
Becks N Docks Const, Inc.
1483 Crump Farm Road
New Bens, NC 28562
—3ESCIS:B Ir,i,lhl„I,IrIIIII-IIIIIItPtlhllnrrrltrgll1rrltnlllnlill,

7oihincj C oinpares �
-21 FEB201r 4 2 ft
N.C. Division of Coastal Management
400 Commerce Avenue
Morehead City, N.C. 28557
—uc•e:�_=�� li{'{{1'I'si:i{ilii'III{ICI{'iiil�{"i)��{i"li�Hl{ii{li{1�'lll{
err

Please use this card to schedule a pre -construction conference immediately BEFORE you
begin work on your permitted project.
The pre -construction meeting will give you the opportunity to discuss permit conditions,
construction techniques and any questions you may have with a Coastal Management
representative. This will enable you to proceed with your project as quickly and smoothly
as possible. CC
When you are ready to begin construction, fill out his card ElIV ptDon of
Coastal Management at the address on the reverse side o this card. Thank You.
Permit
Expiration
Issued to: 4-Alt-v T-WA
or
Contact Person: Cl n t lri��'}5c
Telephone Number:
Project Starting Date:
FEB 2 3 20V
CITY

Coastal Management
ENVIRONMENTAL OUALITY
January 17, 2017
Jack King
3003 Neuse River Dr.
New Bern, NC 28562
Richard Gustafson
3006 Neuse River Dr.
New Bern, NC 28562
ROY COOPER
cove,,..
WILLIAM G. ROSS JR.
Secretary
BRAXTON DAVIS
Duvet.,
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for King and
Gustafson Residencies in Craven County
Dear Messrs. King and Gustafson:
This letter is in response to your application request under the Coastal Area Management Act
(CAMA) to construct two vinyl bulkheads for private use on the Neuse River in Craven County. On
November 10, 2016, processing of your application was placed on applicant hold pending resolution
of issues with a DWR water quality certification. Subsequently, Division of Water Resources, issued a
Request for Additional Information on November 10, 2016. This office received confirmation from
the Division of Water Resources that their request for additional information had been satisfied and
a water quality certification was issued January 9, 2017. Therefore, processing of your permit
application has officially resumed as of that date. The revised projected 75-day deadline for making
a decision is February 18, 2017
Please feel free to contact me by phone at [phone] ext. 215 if you would like to discuss this
matter further.
Sincerely,
Gregg Bodnar
Assistant Major Permits Coordinator
RECEIVED
JAN 2 6 2017
DCM- MHD CITY
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenm I Morehead City, NC 28557
252-808-2808 1252-247-3330 (fax)

�IlnunlIII Igill lIII III uiltIII III III IIIII it, Ito III nIIII I 09 S £<L S SS Z
cZ_y615-yg-9 e9Zccn9csLSs2z ;]c _Sn
G3SS3aGGV S'8 3'1 ^n if 11 altI"3G 10N
N3GN3S 0N2Inl3N
j£Z/TGZG "L 2S 9LZ 32XIN
RECEIVED
AN 2 6 2017
DCM- MHD CITY
Jack King
3003 Neuse Dr.
New Bern, N.C. 28562
NEOPOST FIRST-CLASS MAIL
O1/18/2017
$000.465
ZIP 28557
0411-10254164

--�eu-�a )"Y

/ FOREVER "SIL
RECf I\JED
AUG 2 2 2016 r.���
DC
*ENUE
ATiN - f��AQ CoNtJeLt,--
2BSS7-3SS099 ""I 'I'd 1111 IIlI' II'11I h III lypi it iJL111,1h

RECEIVED
AUG 2 2 Z016
DCM- , " iTY