20160986 Ver 1_CAMA Application_20161014

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Coastal Management
ENVIRONMENTAL QUALITY
October 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Karen Higgins
Division of Water Resources
COURTNEY SPEARS
Major Permits Processing Coordinator
BRAXTON DAVIS
Dimcior
201
6p
98 6
CAMA/DREDGE & FILL Permit Application Review
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
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-247-3330(fax)

f
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° 0'25.07"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
14ARITAT DMCRUMON- DRRDGMD FILLED INCORP/SHADED
(A) Shallow Bottom 2,500 ft2
F (B) High Ground 17,400 ft2 JF
(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
Page 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 —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

3
PROJECT NARRATIVE
NEUSE RIVER DRIVE PROJECT OC i 2�1f�
Jack & Stacey King - Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive_9
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 be3/4"x16' every 5' O.C. to 3' deadmen and the upper tie
backs will be 5/8"x20' every 5'0.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/sc4lp) -EIVED
hillside safely. Rt
lan: All existing mature trees will remain n 201E
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 section ofd
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.
0 Y 0 2010
0 ljAlld CHH 1DITY

OCM MFt
APPLICATION for
Major Development Permit
(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 (if 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
Street Address (if different from above)
City
71 IF:
Email
[e-mail]
<Form continues on back>
25-01-308-2808 , 11-1388- RCOA T ., v v a> s oasisal a?a erne s.a� t

Form DCM MP -1 (Page 2 of 4)
APPLICATION Tor
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 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.
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, 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? -V
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No ®NA n -2� 1
i
National Register listed or eligible property? = T
%1, �,I�;
<Form continues on next page>
m. (i) Are there wetlands on the site? []Yes ®No

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
(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 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' 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
j.
Is there any mitigation proposed? ❑Yes []No ®NA
If yes, attach a mitigation proposal. .
<Form continues on back>
1 6. Additional Information
25a:303•230fs �. _

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)— (t) 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 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, 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 furth-el certify that the information provided in this application is truthful to the best of my knowledge.
Date I �'J/!'�l� Print Name Jas n R. Hill & Miranda S. Hill (Decks N' Docks Construction, Inc)
I -
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
AUG 9 3 2010
252-808-2808 .. 1-888-4RCOAS'T . 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 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 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, 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 T
❑DCM MP -3 Upland Development 1 a ) a`
❑DCM MP -4 Structures Information`` 4
A .�' ''41 set1 v�1

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.
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.
Access
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
OWL ❑None
(NLW or
(ii) Describe the purpose of the excavation in these areas:
2.
Breakwater
shoreline
a.
NWL)
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
stabilization
Length
(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?
Width
❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(a) If yes, how much water area is affected?
Avg. Existing
❑CW ❑SAV ❑SB
o n l5
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
Depth
NA
NA
3.
Final Project
0This section not applicable
Depth
N A
NA
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. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA
❑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 [INA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(a) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
o n l5
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
3.
SHORELINE STABILIZATION
0This section not applicable

(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' Wingback)
®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. (i) Has there been shoreline erosion during preceding 12
Vinyl sheet pile & planted vegetation. Existing trees will stay where months?
possible. ®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.
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
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 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. yds
(iii) 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 (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 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? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ❑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, InVyg U
Neuse River Drive Project Applicant Signature
Project Name 0("T 201

Form ®CM 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' Wingback)
®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:
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.
Backfill sand & gravel for rock bed drain behind vinyl bulkhead
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 215 cu. Yds
(iii) 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 (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 ®NA
(ii) If yes, explain what type and how they will be implemented.
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No ®NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name
Decks N' Docks Construction, Inc. i
Applicant Signature
�7 ;7 '
iJG 3 2016
�.
752-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 11/266

Y
�,.. p;S `�y�'fit y • - , _�" F•
e
LOTION OF PROPERTY:
Directions to prdpeity: Hwy. 70 East to
"`
Old Cherry PoidRd.-v, right past New
Life Church turn lei` t the brick columns
'onto Patton Road. Go oe' he stop sign,
jr, P g
:,� -i, talce-a right and theseta
operties are .
r� t
••.
h
Second third houses thg,left,
a
Jp "
NEUSE RIVER "
rt
L .
�r
d d M,�
r , ,
s
v J'
Fs,
\VL

Schulteis King Property
Property
/ 4' WOOD BULKHEAD
DO
PL
TERRACED WALLS\
NWL
RIP RAP
24"depth @ 30'
Jack & Stacey King/Richard & Gloria Gustafson.
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Current/Existipg Conditions of Properties
Drawing # of
Date: 7/11/2016
Scale: 1 " = 40'
14" depth @ 20' Neuse River
6" depth
12' AVERAGE CUFF
21' ELEVATION ` \' \ \ TOP OF HILLSIDE
\ SPORATIC ROCK FROM
PREVIOUS WALL
King Property/ AREA COVERED WITH HEAVY
HOUSE `, \ \ TREE GROWTH A'
PL \ \
L
0
DRIVEWAY 16' VINYL BULKHEAD
HOUSE .� FACED WITH ROCK
`a Gustafson Property /
"y pL RamsAProperty
er
i

Schulteis King Property
Property NWL
PL
HOUSE
The total length of bulkhead is
based on horizontal distance
not sloped distance.
10' LOWER VINYL BULKHEAD
SLOPE & REVEGATATE
/
King Property \\
SLOPE &_REVEGATATE
PL / \
\
\
\
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Proposal of VPrk - After View
Drawing #� of
Date: 7/11/2016
Scale: 1 " = 40'
Lower Bulkhead: 290'x10'
King: 130' linear ft.
Gustafson: 160' linear ft.
/ \ \
ZZ /'/\
DRIVEWAY \
HOUSE
Gustafson Property
6' UPPER RETAINING WALL
Neuse River
Ramsey Property
n4)

Schut
Proper
ty /
Property
•
\ King Pro rty
The total length of bulkhead is
All �th:is;q h ing property based on horizontal distance
the alts and
docistinq structures not sloped distance.
,l Lower Bulkhead: 290'x10'
King: 130' linear ft.
10 jl 241-0,1Gustafson: 160' linear ft.
i 24'-0" 96:
5 X0,0"/, ,•_y-�-�-•- � \ 0"
sir
\
NWL
k
50' Vinyl Wingback (King)
King Property
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Top View of Yinyll Bulkhead Placement
Drawing #_ J Of
Date: 7/11/2016
Scale: 1 " = 40'
Upper Vinyl Wall: 310'x6'
King: 150' linear ft.
Gustafson: 160' linear ft.
�sR`o-,
\ \
Gustafson Property /
/
/
Neuse River
Ramse\Property\

requested wall location
Will use existing rip rap to
temporarily support access
road
0 CI C 2016
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross-Sectlog Ff Accqss Roadway
Drawing #_ of _
Date: 7/1 1 /2 16
Scale: 1/4" = 1'

16'-0"
12'-0" 12'-0"
Jack & Stacey King/Richard & Gloria Gustafson
3004 & 3006 Neuse River Drive - New Bern
Neuse River Drive Project
Cross -Section iew of Yinyl Bulkheads
Drawing #--&— _ of _
Date: 7/11/2016
Scale: 1/4" = 1'

'
�
Neuse River
~`
(5) rows of Silt Fence up the
steepest slope
-------------
`__-------�.
Seed/Hay wmterwordofthis line
Silt Fences upuntil grass takes root
King Property
Jack @ Stacey King/Richard & Gloria Gustafson
3004&38OGNeuse River Drive - New Bern
Neuse River Drive Project
Erosion & Se�limentati Control Plan
Drawing #—LL—
Dmto:7/l1/2U1G
2' wide of section ofsod can
be laid ifthe grass seed
doesn't take root quick enough
for oroot system.
Gustafson Property
Ramsey Property

I
JET FILTER HOUSING
e1.s6
02.170
g C
REPLACEMENT FILTER
#14 X 1 1/4' 410 S.S. SCREW
(4) REQ'D.
NIEWY SMR CIYEIRCNIIN
—11. ONrMMER . 1.11
IS llE SME IIApERIY R
SERVICES Q L. IMI
1I N IN RNLI Is At M M1nE
INE YR 11
IN IERMISSRN R
SERVICES IF IL IS RRpM11rE,
"m
REPLACEMENT FILTER
Molding Services
of Illinois, Inc.
126 N. West St. Olney, Illinois 62460
[phone]
RExL RECUMIf nr
C PLACE RECINMR Mgr
Al - SOLE —"
JET FILTER
au
#14 X 1 1/4' 410 S.S. SCREW
(4) REQ'D.
NIEWY SMR CIYEIRCNIIN
—11. ONrMMER . 1.11
IS llE SME IIApERIY R
SERVICES Q L. IMI
1I N IN RNLI Is At M M1nE
INE YR 11
IN IERMISSRN R
SERVICES IF IL IS RRpM11rE,
"m
REPLACEMENT FILTER
Molding Services
of Illinois, Inc.
126 N. West St. Olney, Illinois 62460
[phone]
RExL RECUMIf nr
C PLACE RECINMR Mgr
Al - SOLE —"
JET FILTER

L,,VAast
SYNTHETIC PRODUCTS,LLC
ESP 3.1 VJNYY 6�EE -PTY (Technical Data Sheet
Strength Rating (M)
Lbs-Ft/Ft
3,129
Modulus of Elasticity (E)
psi
380,000
Allowable Shear (V)
Lbs/Ft
2,536
Co -Extruded
Yes
Thickness (t)
inches
0.25
Section Depth
inches
7
Section Modulus (Z)
in3/ft
11.4
Section Width
inches
20
Moment of Inertia (1)
in4/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,
'Cola shown m gay.
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 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 ( Tel: [phone] Fax: [phone]
[e-mail] I www.everlastseawalls.com
E
[IV
k"

SYNTHETIC PRODUCTS,LLC
BAast
ESP 3.5 I J*Yt 6167-P.TY (Technical Data Sheet
7.00"
AUG 4 3 2016
12.00"
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)
in3/ft
12.7
Section Width
inches
12
Moment of Inertia (1)
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
These New Jersey
homeowners
chosethe
EverLast 3.5
Series.
< J -' E --c ��p
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 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.everlastseawalls.com

TABLE 1: VEGETATIVE PLAN'
1 Column entries for seedblpreparation, seeding method, mulch, and maintenance refer to Attachment 1.
2 Area numbers are designa ne on map. .
' Spring (Feb. 1 - Apr. 15) Summer (AM. 15 - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 25 - Jan.).
m;
4�y Co • �'
Seeding Mixture
Seedbed
Seeding
Mainte-
Area
Permanent
Temporary
Prepara-
Method
Mulch
Notes
17o.'
--
Description
-reep----tSpring
8eason3
lb/ac
lh/ac
tion
nance
I
Tall fes u
lc .^
I or
:;,-he1 5 nPdP
low
I fail
I ,3ahi-yra ;0 2
1
I
ureas (4)
W __ s I
Summer
German millet 40
of rye with Kobe
lespedeza in March
Winter
Rye rain 120
Y g
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
Summer
German millet 40SP-3
SM -2
MU -2
increase rate to 250
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
with side
Summer
Tall fescue 200
SP -4
SM -2
MU -3
MA -3
slopes 3:1
German millet 10
---
4
-- ------
Low-
------------------
Spring
-- --
Tall fescue 100
---- - - -- - --
------
- - - --
- - --
-- - - -
---------------
For temporary seeding
maintenance
or
Kobe lespedeza 10
in spring or fall see
areas
Fall
Bahiagrass 25-1
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
-----------
------
-----
----
-----
---------------
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
1 Column entries for seedblpreparation, seeding method, mulch, and maintenance refer to Attachment 1.
2 Area numbers are designa ne on map. .
' Spring (Feb. 1 - Apr. 15) Summer (AM. 15 - Aug. 20), Fall (Aug. 20 - Oct. 25), Winter (Oct. 25 - Jan.).
m;
4�y Co • �'