19950082 Ver 1_COMPLETE FILE_19950206

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 6, 1995
Mr. Wayne Ragland
120 Balsam Road
Jacksonville, N.C. 28546
Dear Mr. Ragland:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bulkhead construction
Project # 95082, COE # 199501427
Onslow County
FILE COPk'
Attached hereto is a copy of Certification No. 2980 issued to Phillip Matthew and Robert
Nichols dated 6 March 1994.
If we can be of further assistance, do not hesitate to contact us.
P.E.
Attachments
2980-.wqc
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Mr. John Parker, Division of Coastal Management
Central Files
AT1.9;VA
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[D EHNF=1
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
Onslow County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500 to Phillip Matthew and
Robert Nichols resulting in 2265 square feet of wetland impact in Onslow County pursuant to an
application filed on the 2nd day of February of 1995 to construct a bulkhead at lots 11 and 12, Hurst
Harbor subdivision..
The Application provides adequate assurance that the discharge of fill material into the waters
of AIWW in conjunction with the proposed development in a Onslow County will not result in a
violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-
500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set
forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent significant
increase in turbidity outside the area of construction or construction
related discharge (50 NTUs in streams and rivers not designated as trout
waters by DEM; 25 NTUs in all saltwater classes, and all lakes and
reservoirs; 10 NTUs in trout waters).
Violations of, any condition herein set.forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon
expiration of the 404 or CAMA permit.
If this -Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within thirty (30) days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and
filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless
such demands are made, this Certification shall be final and binding.
This the 6th day of, March, 1995.
DIVISION OF ENVIRONMENTAL MANAGEMENT
ston Howard, J E.
WQC# 2980
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
February 3, 1995
Regulatory Branch
Action ID No. 199501427
RECEIVED
Mr. John Dorney Q ?oAc
Division of Environmental Management FEB EB 7 775
North Carolina Department of
Environment, Health and ENVIRONIyENTALSCIENCES
Natural Resources AgakrN
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
Enclosed is the application of Mr. Barry Matthews, Ms. Ruth Matthews, Mr.
Robert Nichols and Ms. Harriette Nichols for Department of the Army (DA)
authorization and a State Water Quality Certification to construct and
backfill bulkheads on the Atlantic Intracoastal Waterway (AIWW), Lots Nos. 11
and 12, Hurst Harbor Subdivison, east of Hammocks State Park, Onslow County,
North Carolina. Your receipt of this letter verifies your acceptance of a
valid request for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by April 3, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely, 6 G. e Wri t
hie , Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker Mr. Charles Jones
Division of Coastal Management Morehead City Regional Office
North Carolina Department of North Carolina Division
Environment, Health and of Coastal Management
Natural Resources Post Office Box 769
Post Office Box 27687 Morehead City, North Carolina 28557
Raleigh, North Carolina 27611-7687
Printed on 0 Recycled Paper

• i qqs? q Of2 1/
DIVISION OF COASTAL MANAGEMENT
• FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Phillip Barry Matthew and Robert S. Nichols -{' "''
2. LOCATION OF PROJECT SITE: End of SR #1511, east of Hammocks Beach State Park, just off the
AIWW, Lot #11 and #12 in Hurst Harbor Subdivision, Onslow County
Photo Index - 1989: Strip #165 Frame #12 Q H-1
State Plane Coordinates - X: 2559900 Y: 341120
USGS 7.5 min. Topographic Quadrangle "HUBERT" Photorevised 1971
3. INVESTIGATION TYPE: CAMA ONLY
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 17 December 1994
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 6 January 1995 (Revised)
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow Co. LUP Up-Dated, Nov. 1992
Land Classification From LUP - Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline
(C) Water Dependent: NO
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - NONE
Planned - Individual Septic Tank Systems
(F) Type of Structures: Existing - NONE
Planned - Individual Residence with Bulkhead Fill
(G) Estimated Annual Rate of Erosion: N/A
Source - Sand beach and marsh pocket
7.
HABITAT DESCRIPTION:
[AREA]
DREDGED FELLED OTHER
(A) Vegetated Wetlands
404 Wetlands / Bulkhead 2265 sq. ft.
(B) Non-Vegetated Wetlands
NONE
(C) Other land disturbance
Highground / House Construction 28,400 sq. ft.
(D) Total Area Disturbed: Approximately 30,665 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: SA Open: NO
8.
PROJECT SUMMARY: Each applicant proposes to construct a section of bulkhead with fill in the 404
wetlands. Each will construct a single family residence on their respective lot.
FIELD INVESTIGATION REPORT:
Pkillip Barry Matthews and Robert S. Nichols
PAGE #2
9. NARRATIVE DESCRIPTION: The project site is located about 2 miles southwest of
Swansboro, at the end of SR #1511 , just east of Hammocks Beach State Park on lots
#11 and #12 in Hurst Harbor Subdivision, Onslow County.
Mr. Matthews and Mr. Nichols are co-applicants in their pursuit of authorization to
construct a bulkhead 152 feet long, within an area of 404 wetlands located that is within
the Estuarine Shoreline Area of Environmental Concern. The two lot that make up the
project site extend from the paved road known as John L Hurst Drive to a point of land
that separates the waters of the Atlantic Intracoastal Waterway (AIWW) from Fosters'
Bay. On the southwest side of the point, lot #11 is characterized by a pocket marsh
dominated by saltmarsh cordgrass and an irregularly flooded pond. This feature of the
project site extends well onto lot #12. On the northeast side of the point, lot #12 is
-characterized by a long narrow sand beach and berm that separates the saltmarsh from
regular tidal influence. The application indicates that Mr. Matthews owns lot #11 and
Mr. Nichols owns lot #12.
The Corps of Engineer's representative, Mr. Jeff Richter, has visited the site and
confirmed the 404 Wetlands alignment as shown on the workplat drawings; sheet 2 of
4 shows clearly the 404 wetlands boundary in relationship to the proposed bulkhead
alignment. According to the Corps, the project meets the requirements for the
Nationwide Permit #18. The applicant's consultant, Mr. Wayne Ragland, has calculated
the amount of wetlands fill involved on each lot. On lot #11, the proposed bulkhead and
fill will displace approximately 452 square feet and on lot #12 the project will generate
a footprint impact of about 1813 sq. ft. The location and construction of Mr. Matthews
house on lot #11 is not dependent on the proposed bulkhead, where as, the location the
construction of Mr. Nichols house on lot #12 is directly dependent on the project. As
sheet 2 of 4 shows, the southeast corner of Mr. Nichols' house will cover approximately
576 sq. ft. of 404 wetlands landward of the proposed bulkhead.
It is important to note that the location and construction of both of the proposed houses
are within the Estuarine Shoreline AEC. In addition, each site plan calls for the
construction of a concrete driveway with turn-around and parking bay that will extend
into the AEC on the west side of each house. The width of the concrete turn-around and
parking bays is 25 ft. and is limited by the location of the permitted septic tanks and
drain field lines.
10. ANTICIPATED IMPACTS: Construction of the proposed bulkhead with the associated
fill will result in the direct displacement of approximately 2265 sq. ft. of 404 wetland
adjacent to the coastal saltmarsh and within the Estuarine Shoreline AEC. The applicant's
consultant has calculated that the combined amount of impervious surface is about 5%
of the total AEC on both lots.
PREPARED BY: JAMES L. MERCER
DATE: January 23, 1995
Please type or print. Carefully describe all anticipated
development activities, including construction,
excavatiop, filling, paving, land clearing, and
stormwater.control. If the requested information is not
relevant to your project, write N/A (not applicable).
Items 1-4 and 8-9 must be completed for all
projects.
1 APPLICANT
a. Name Wayne Ragland
Address 120 Balsam Road
City Jacksonville State NC
Zip 28546 Day Phone [phone]
Landowner or %/ Authorized Agent
b. Project name (if any)
Lots 11 and 12 Hurst Harbor S/D
c. If the applicant is not the landowner, also give the
owner's name and address.
Lot 11 Barry & Ruth Matthews
PO Box 614
Swansboro NC 28584
Lot 12: Robert & Harriette Nichols
PO Box 1268
Swansboro NC 28584
If you plan to build a marina, also complete and
attach Form DCM-MP 2.
b. Is the proposed activity maintenance of an existing
project, new wvork, or both? New work.
c. Will the project be for community, private, or
commercial use? Private
d. Describe the planned use of the project. Detached
sinole family residences.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract : Lot 11 + 12 = 2.09 acres
b. Size of individual lot(s) 1.15 & 0.94 acres
c. Elevation of tract above mean sea level or National
Geodetic Vertical Datum 0 to 8± msl
d. Soil type(s) and texture(s) of tract Alpin. & Duckston
and Carteret soil. series.
e. Vegetation on tract Grass. wax myrtles & cedar trees
typical with East end of parcels dominated by marshes.
f. Man-made features now on tract None
g. what is the LAMA Lana use Flan classincation of
2 LOCATION OF PROPOSED PROJECT the site? (Consult the local land use plan.)
a. Street address or secondary road number
John L Hurst Drive (private. Hurst Harbor S/D)
b. City, town, community, or landmark Off of 1511.
Hammocks Beach State Park near Swansboro
Conservation ? Transitional
Developed Community
Rural Other
h. How is the tract zoned by the local government?
Not zoned.
c. County Onslow
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier,) Detached single family residence
(future) with maximum of 3025 SF footprint on each lot.
790±SF encroachment into Estuarine Shoreline AEC by
each residence on each lot. 152.6± LF of retainer wall.
2265 SF fill of Section 404 wetlands behind retainer wall
(under NWP #18)
(%erhatim cop% of Dorm tX:P \IP-l, 3.91)
i. How are adjacent waters classified? SA
J. Has a professional archaeological sun.-ey been
carried out for the tract? No If so, by whom. N/A
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Detached single family residence on
each lot (future) installation of septic tank systems driveway
and similar, construction of retainer wall.
b. Num f parcpls 2
lZ 7ANI -!I
?'i 1
c. tensity (Give the number of residential units and
the units per acre.) 2 units. 0.95 units 12er acre 6 EXCAVATION AND FILL INFORMATION
d. ` Sizc of area to be graded or disturbed 8800 ± SF
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion & 'sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable, has a sedimentation and control plan been
submitted to the Division of Land Resources. NA
f. Give the % of the tract within 75' of mean high
water to be covered by impermeable surfaces, such as
pavement, buildings, rooftops. = 5.1%
g. List the materials, such as marl, paver stone,
asphalt, or concrete, to be used for paved surfaces.
BCSC driveways, standard
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel (MLW)
or (NWL)
Boat basin
Other (breakwater, pier,
boat ramp, rock jetty)
Fill placed in wetland
or below MHW
h. If applicable, has a stormwater management plan
been submitted to the Division : of Environmental Upland fill areas
Management? Yes, approved during S/D apgroval.
Length Width Depth
NA NA NA
NA NA NA
NA NA NA
2265 SF ' j
NA IW1
i. Describe proposed sewage disposal and/or waste b. Amount of material to be excavated from below
water treatment facilities. Individual septic tank systems water level in cubic yards None
j. Have these facilities received state or local c. Type of material NA
approval? Yes
d. Does the area to be excavated include marshland,
k. Describe existing treatment facilities. swamps, or other wetlands? NA
None
1. Describe location and type of discharges to waters
of the state (for example, surface runoff, sanitary
wastewater, industrial / commercial effluent, "wash
down"). None
e. High ground excavation, in cubic yard None
f. Dimension of spoil disposal area NA
g. Location of spoil disposal area NA
h. Do you claim title to the disposal area? NA
m. Water supply source Individual wells If not, attach a letter granting permission from the owner.
NA
n. If the project is ocean front development, describe
the steps that will be taken to maintain established
public beach accessways or-provide new access. N_
i. Will a disposal area be available for the future
maintenance? NA
If so, where? NA
o. If the property is on the oceanfront, what will be
the elevation above mean sea level of the first habitable j. Does the disposal area include any marshland,
floor. NA swamps, or water areas? NA
k. Will the fill material be placed below mean high
water? NO
Amount of fill in cubic yards 130±
(\erbatlm cop) ol'Form 1X'1' 3 91)
m. Type of fill material Clean I
n. nnu • o i .materjal Commercial
r??.3L.--J `JL??
o. Will fill material be placed in marsh or other
N\:ctlands? Yes. Section 404 wetlands only
p. ' Dimensions of the wetland to be filled 2265 SF
q. How will excavated or fill material be kept on site
and erosion controlled? Silt fence along retainer wall face.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
Front end loader
s. Will wetlands be crossed in transporting equipment
to the site? NO If yes, explain steps that will be taken
to lessen environmental impacts. NA
7 SHORELINE STABILIZATION
a. Length of bulkhead or rip rap 152.5 LF
b. Average distance waternvard of mean high water or
normal water level Land ward of MHWM
c. Shoreline erosion during preceding 12 months, in
feet NA
d. Type of bulkhead material Treated wood
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Tvpe of fill material Clean loamy sand
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line prints
or other larger plats arc acceptable only if 24 high quality
copies are provided by applicant. (Contact the US Army
Corps Of Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site.
Include county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete address of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments on
the proposed project to the Division Of Coastal
Management and should be advised by the applicant of
the opportunity.
Name: (Lot 13) Charles F Gilbert
Address: 108 Longmeadows Road
Greenville NC 27858
Name: (Lot 10) Louis L Owens III
Address: 120 John L Hurst Drive
Swansbdro NC 28584
Name:
Address:
A list of previous state or federal permits issued
8 ADDITIONAL INFORMATION for work on the project tract. Include permit numbers,
permittee, and issuing dates.
In addition to the completed application form, the
following items must be submitted:
None on the individual lots but Density Control Storm Water
Management Option approved for entire SID development.
Copy of approved section of restrictive covenants for storm
water management approval is attached.
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected property. If the applicant is not claiming
to be the owner of said property, then forward a copy
of the deed or other instrument under which the owner
claims title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black ink on
an 8 1/2 by l l white sheet. (Refer to Coastal Resources
Commission Rule 7J .0203 for a detailed description.)
A check for $250.00 made payable to the Department
of Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas. (N/A)
A statement on the use of public funds. If the
project involves the expenditure of public funds, attach a
statement documenting compliance with the North
Carolina Environm 1' 4 113A-1 to
10). (N/A) ?j tt 1
,ra:<
`t
rnJIN 4 6 WKS
(%erhatim carp} cif Form 1X'1' \11'-l, 3'91)
9 CERTIFICATION AND PERMISSION TO
ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I further 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
project.
This is the day of Jet , 19 1.) evised)
X 0 (Wu "ZI ?_,Czl?
Landowner Authori Agent

r
(%erhutimcop? of Form 1XT-\11'-1,391) 4
A19
IN7RACOASTAL WATERWAY
A 18?`\
A17
i
r
r
A16P'r A2
FOSTERS BAY XA3
A roximate MHWL x aA x
A15 5.1X
Section 404 Wetlands X
5.4
Al
4.6
/x
. , ..
A14 75' ES AEC
B3 P' ,A/ ? ./A5 X 5.S
-?, B2/?,/X
5
B4
' A 13 : Approximate CW AEC
B1 t; ,d6/ /
152.6± LF bulkhead IX 52 i -100' MHWM setback
A7 /
2s--
A12 X 19.2' %
X 55' By 55' Generic Maximum
All Alps -?=---=-= -- - - ---? b2 1 Buildig n Footprints
2265 SF total wetland ?3 X =g=
fill on both lots 5A8
57" X_
69
Minimum 25' outside turning
radius for conventional automobiles
(Rcf: "Architectural Graphical Standards")
; z <.
Y o.
62 /
i 19.2'I
Limits of minimum 25
outside turning radius
Maximum soil area available that
conforms to "On-site Sewage Treatment
and Disposal" rules and conditions
mandated by OCI ) permits
CAMA EXHIBITION MAPS
1/3/95 ADDENDUM
SHEET 1 OF 1
Lot 121 Lot 11

Typical outside limits of drive
and turn arounds to make 25'
minimum turning radius work,
designed to allow garage on
either half of house side since
turn outs block most of house
regardless of side accessed
"Septic Tank" Systems As Specified By
Onslow County Health Department
Permits Dated 6!24!94 & 6/27/94
Driveway locations
JOHN L HURST DRIVE
60' R/W
LAYOUT CONSTRAINTS
LOTS 11 & 12 HURST HARBOR S/D
ONSLOW COUNTY, NC
SCALE: 1 60'
0 30 60 120
_q?
9/?ise .gland
I till r-'
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r
i,
1tf-Aft, 0 6

A19

.t
?
'
A38
\
.
A17
t
A16'p
,f :' 3 A2
FOSTERS BAY '
f A4 XA3
::--Approximate MHWL---?.?.,, /X AA X4.1
A1 5
5 o 5.1 X
Section 404 Wetlands X" / X
X
A14
/A5
$-3
P 2p .
X 59
B2
/X
a$ Al
75' ES AEC
B4
' A13 Approximate CW AEC X
B1 r ; A6' / Proposed Retainer Wall (Bulkhead)
S, /
A120\) XZ2 A7 / 19,2'
A11 A 10? 6i ! 55' By 55' Generic Maximum
Tie 5' section of wall-'
\
back into grade at
both ends of wall
Xs•3 A3
-6 X
5 a 3`? ` x3$
(A8
s Xr
69
t
White Oak River f?
V:
NOTE: Total 64775 SF in 75' ES
AEC for both lots. Total 3289 SF
built upon area proposed in 75' ES
AEC of both lots. Proposed built
upon % in ES AEC on both lots =
5.1%
Swansboro Loop Rd
Belsade-Swansboro Rd`
NC 24 Fast
Old Hammocks Rd
C
it white Oak River
t
Hammocks - ?ST7F
NC 24 West Beach Rd
I
4 H Road r
VICINITY SKETCH
NTS
CAMA EXHIBITION MAPS
SHEET I OF 4

tt
I'\"TRACOASTAL WATERWAY
Building Footprints, 3025 SF
Maximum Each, 6900 SF Maximum
Allowed Built Upon Area On Each
Lot Per Restrictive Covenants
Approved Under Low Density
StormWater Management Option,
Approved Copy Attached
100' Ml-N«1 septic system setback
"Septic Tank" Systems As Specified By
Onslow• County Health Department
Permits Dated 6.'24 & 27/94
NOTE: Boundary and topographic data
Lot 11 plotted from information provided by #
Pate Phillips & Associates PA i
Lot 12
JOHN L HURST DRIVE
60' R`W
VICINITY MAP & GENERAL LAYOIZ
LOTS I 1 & 12 HURST HARBOR S/D
ONSLOW COUNTY, NC
SCALE: I"= 60'
0 30 60 120
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ONSLOW COUNTY HEALTH CENTER o.J
JACKSONVILLE. N. c. c.n
IMPROVEMENTS.'!: PERMIT
.. _y/S*z 1.
(GROUND AssoRPTION SEWAGE DISPOSAL SYSTEM- ' ?2 2
:G..S. HAPTER 130A-335) --
?-
} Address --- -- -- f -------- ---- .,;
Location _ -------------------
I-----------------------=------=------
--- -----------
Water Supply Private (X,Cornmun ty (:)Mobile Home Park ( )
HOUSE (x) MOBILE HOME ( ) :BUSINESS ( ),
NO. BEDROOMS NO. BATHROOMS I Suitable ) Prov. Suitable. (X) Unsuitable'(....):,,
?
1
Locate Tank and Lines ?/Z)
I Min. 100 Feet Q<) Min. 50 .Feet ( ) From 1.
I ---= Gal.
Size of Sepic Tank ____1 -------- - -
Nitrification Lines ----- d L---.sq. Ft. ___-? ----- lin. Ft..;':
(v7X 3w,tf? N of. lines --_-------- t
--?? lr?------------------
- ---------;
-- -- --- --f ---------- '
IMPROVEMENIS PERMIT BY _
L"
DATE --------------------------
I PERMIT VALID FOR FIVE YEARS
PLOT PLAN
I `Y E ( !
3 s JAN 0 6 195 41;
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Do Not Alter the Above. Layout Without Contacting ?;
The Onslow County Health Department
P
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I ONSLOW COUNTY : HEALT?•ER O?,e
JACKSONVILLE N ::C.'
IMPROVEMENTS ';PERMIT
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(GROUND'ABSONPTIOH SEWAGE?.6IS?05AL SYSTEN-
G.??S.11'CHAPTER 190A S) i
OWNER.. - ?S - Ala ---- - - -- - ,
Address s.?_ - - ? --------
Location L? -------------- - ---------- -- -
"
f --=- -- - - - - -= --- --------
1 Water. Supply Private P-,) Community (.) Mobile Home Park ( )
. HOUSE MOBILE HOME ( ) BUSINESS •(
----_7':
NO. BEDROOMS NO..BATH ROOMS
Prov. Suitable, C>--) Unsuitable
Suitable ( )
Locate Tank and Lines -_GS ? ----'- -??-,?°w' p'` nor-__ I
l Min inn _Foo+ 06 Min. 50 Feet C .) FC Well
! Size of Sepic Tank -----_! -_1 D V ----=--------- Gal..`
` Nitrification Lines ------ sq. Ft. __y -------- Iin. Ft..'!
No. of lines
-_---
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I IMPROVEMENTS PERMIT BY
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PERMIT VALID FOR FIVE YEARS ?
A
t PLOT PLAN r??3`i"D?. ? ??._-- •_ _
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JAN 0 6 W-5
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` Do Not Alter th f Above Layout. Without Cont ding
The OnslgW County Health 'DepartnienX
;

\Y 'i _ "1 s3JA?MDD U1,
LANDSCAPE ARCHITECT
PROFESSIONAL SOIL SCIENTIST
ENVIRONMENTAL HEALTH SPECIALIST
TO: Mr Jim Mercer
COMPRNY: Diuision of Coastal Management
FROM: Wayne Ragland
SUBJECT: CRMR application on Lots 11 D 12, Hurst Harbor S/0, Onslow CO
NUMBER OF PRGES : (including this page) 13 DRTE:
message
Dear Mr Mercer:
Enclosures: (1) Amended CAMA major application for the above referenced pro(ect, 4 pages:
(2) revised CAMA Exhibition Maps Sheets 1 & 2 of 4. 2 sheets: (3) CAMA Exhibition Map
1095 Addendum 1 sheet, and : (4) copies of the Improvements Permits (i.e. septic tank
Vstems) by the Onslow County Health Department for the 2 referenced lots. 2 pages.
Based on the 1217/94 on-site meeting of the co-applicants, Wayne Ragland, and Mr Jeff Richter
(Army Corps of Engineers representative): my additional discussions with Mr Richter after that
meeting, and : an on-site meeting_ of the co-applicants with Mr Jim Mercer on 12/9/94 (verbal
Mmopsis provided to me by Mr Matthews): it appears that most relevant concerns expressed
regarding the proposed improvements subject of the above CAMA application were in regards
to the EPA 404 (b) (1) guidelines for evaluating permits for fill proposed in Section 404
wetlands. This procedure basically requires a procedure that first maximizes avoidance of
wetlands, then requires one to minimize potential adverse impacts and then finally mitigation
(on site preferred over off site) if adverse impacts are considered unacceptable on an
individual site or accumulative basis. After describing the avoidance criteria to Jeff Richter, he
agreed that for the given circumstances, the avoidance criteria is probably met but he did
suggest several additional considerations for minimizing the adverse impacts (i.e. auantity of
wetlands to be filled).
from 2lidptc 117' 49&0ed
Jan 04 1995
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508 page 1

Pl Zmal% mDuml
from vety" Raq& d
LANDSCAPE ARCHITECT
PROFESSIONAL SOIL SCIENTIST
ENVIRONMENTAL HEALTH SPECIALIST
Mr Richter also suggested that an addendum of documentation on the adherence. to the 404
(b) (1) guidelines would be helpful to the review agencies Based on the information provided
U Mr Matthews Mr Mercer has also requested similar additional documentation.
The following procedure was used to determine the design layout of the application for use of
NWP 18 in the ES AEC on the 2 lots subject to referenced CAMA application. The
designAgyout decision process will be offered in the same sequence as the 404 (b) (1)
guidelines The U3/95 Addendum CAMA Exhibit Map should be reviewed concurrently with
the following narrative to assist in understanding the narrative information.
AVOIDANCE: The basic intent of the proposed improvements are to preserve the property
values of the 2 lots relative to both the high initial raw land cost of each lot and the
neighborhood character established by existing residences as well as recorded restrictive
covenants This concern became known when the severity of the setback limitations imposed
by the Improvements Permits issued by the health department became evident by plotting the
permits to scale on the respective lots. The permits and Section .1990 rules mandate that no
improvements nor soil disturbances occur in the location of the permitted systems and 100%
repair areas As a result of the narrow lot dimensions along the roadway and the sewage
system design the only remaining usable location for the residences is between the permitted
systems and the wetlands that dominate the Eastern end of the lots.
The generic 55' by 55' residential footprint was established by evaluating the overall
dimensions of the existing residences and establishing comparable criteria. The total footprint
allows for irregular turns in wall alinement wing arrangements, roofed porches, patios and
similar total roof coverage area. The footprint is not necessarily the perimeter geometry of the
houses that may be built but does reasonably represent the total squared off footprint of the
probable house characteristics expected to be built and typical to the subdivision
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508 page 2

h/llimol % M DUM
from wetc,w R49&ad
LANDSCAPE ARCHITECT
PROFESSIONAL SOIL SCIENTIST
ENVIRONMENTAL HEALTH SPECIALIST
The distance between the residence footprint and the on-site sewage system was determined
by the minimum outside turning radius of a conventional automobile as recommended by
nationally recognized architectural and planning references. This criteria was used to assure
minimum vehicle access from the driveway to potential garage parking. The location of the
retainer wall was determined by maintaining at least 10' from the wall to the residence and the
elimination of acute wall angles so that residence foundation stability would not be threatened.
While a standard residence can be fitted onto lot #11 without filling 404 wetlands under this
criteria it became evident that lot #12 must encroach into the wetlands or construct a house
geometry that is considerably less livable and even threaten the resale value of the residence
and lot.
The result of the geometry of required fill on lot #12 will result in an acute angle of wetlands
and retainer wall contiguous to lot #11 unless the wall extends across that lot also. Based on
the above criteria, the recognition that the retainer wall is necessary, and the fear that adverse
impacts on land value of a lot also impacts the adjacent lots, the land owners of both lots
decided to request the permit as co-applicants:
MINIMIZATION: After reviewing alternatives for which side of the lot (i.e. North or South side of
usable soils areas) would be better for the placement of the septic system & 100% repair, it
was found that the turning radius for vehicular access to the residences eliminated any
significant advantage of one position over another. Based on the recommendations of Jeff
Richter and concurrence of the co-applicants, the retainer wall alinement between wetland
points A10 and A11 was revised to eliminate the small quantity of wetland fill at that location.
The alinement of the residences have also been revised so that the retainer wall alinement on
lot #11 could be terminated near wetland point # A7 instead of # A6. The net effect of these
revisions is a reduction from 2789 SF of wetland fill to 2265 SF and a reduction in wall length
from 178.2 LF to 152.6 LF._
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508 page 3

from Wdepte R ad
LANDSCAPE ARCHITECT
PROFESSIONAL SOIL SCIENTIST
ENVIRONMENTAL HEALTH SPECIALIST
No other significant reductions could be found that did not produce an unmaintainable acute
angle of wetlands or an acute unstable turn in the retainer wall or a threat to structural stability
of the residence foundations without extraordinary engineering and cost requirements.
MITIGATION: The CW AEC delineation was established under very conservative criteria of the
mere presence or nearness of a few sprouts of cattail's and no portion of the proposed
improvements encroach into that area of environmental concern. The wetland fill proposed is
allowed under NWP #18 (i.e. up to 4560 SF) and has been minimized to the extent possible
under the presently known limitations and approved planned uses of the lots. The proposed fill
does not impact wetlands that are presently providing any significant water quality hydrologic
functions since the upland watershed contributing runoff to this wetland location is exceeding
small and roof gutters can and should route roof runoff away from the filled area to optimize
structural stability of the residence foundations. This can easily be assured by making roof
gutters a condition of the CAMA permit. In effect, there is no significant immediate nor
accumulative adverse impact from the fill that needs mitigation beyond the avoidance and
minimization that has already been stringently pursued. Please advise if any additional
information explanation or other questions need to be addressed relative to the design criteria
that resulted in the layouts proposed
Sincerely
41a
ZUa"se RIW
Copies: Mk Jeff Richter
Mr Barry Matthews
Mr Bob Nichols
910 347 9036
120 BALSAM ROAD, JACKSONVILLE, N.C. 28546-8508 page 4
Please type or print. Carefully describe all anticipated
development activities, including construction,
excavation,', filling, paving, land clearing, and
storrawatercontrol. If the requested information is not
relevant to your project, write N/A (not applicable).
Items 1-4 and 8-9 must be completed for all
projects.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
c. Will the project be for community, private, or
commercial use? Private
d. Describe the planned use of the project. Detached
1 APPLICANT single family residences
a. Name Wayne Ragland 4 LAND AND WATER
Address .1 Balsam Road CHARACTERISTICS
City Jacksonville State NC
Zip 28546 Day Phone [phone]
Landowner or ?V Authorized Agent
b. Project name (if any)
Lots 11 and 12 Hurst Harbor S/D
c. If the applicant is not the landowner, also give the
owner's name and address.
Lot 11: Barry & Ruth Matthews
PO Box 614
Swansboro NC 28584
t 12: R
.jwansnoro NU 20004
2 LOCATION OF PROPOSED PROJECT
a. Street address or secondary road number
John L Hurst Drive (private. Hurst Harbor S/D)
b. City, town, community, or landmark Off of 1511.
Hammocks Beach State Park near Swansboro
c. County Onslow
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier,) Detached single family residence
(future) with maximum of 3025 SF footprint on each lot.
790±SF encroachment into Estuarine Shoreline AEC by
each residence on each lot. 152.6± LF of retainer wall.
2265 SF fill of Section 404 wetlands behind retainer wall
(under NWP #181
a. Size of entire tract : Lot 11 + 12 2.09 acres
b. Size of individual lot(s) 1.15 & 0.94 acres
c. Elevation of tract above mean sea level or National
Geodetic Vertical Datum 0 to 8± msl
d. Soil type(s) and texture(s) of tract AI in. Duckston
and Carteret soil series
e. Vegetation on tract Grass, wax myrtles & cedar trees
tvoical with East end of parcels dominated by marshes.
f. Man-made features now on tract None
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation ,/ Transitional
Developed Community
Rural Other
h. How is the tract zoned by the local government?
Not zoned.
i. How are adjacent waters classified? SA
j. Has a professional archaeological survey been
carried out for the tract? Q If so, by whom. N/A
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Detached single family residence on
each lot (future), installation of septic tank systems, driveway
and similar, construction of retainer wall.
b. Number of lots or parcels 2
(verbatim copy of Form DCPA:1P-1,191)
c. ? , Density (Give the number of residential units and
the units per acre.) 2 units. 0.95 units per acre
d. Size of°area to be graded or disturbed 8800 t SF
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion & sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable, has a sedimentation and control plan been
submitted to the Division of Land Resources. NA
f. Give the % of the tract within 75' of mean high
water to be covered by impermeable surfaces, such as
pavement, buildings, rooftops. = 5.1%
g. List the materials, such as marl, paver stone,
asphalt, or concrete, to be used for paved surfaces.
BCSC driveways, standard
6 EXCAVATION AND FILL INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel (MLW)
or (NWL)
Boat basin
Other (breakwater, pier,
boat ramp, rock jetty)
Fill placed in wetland
or below MHW
h. If applicable, has a stormwater management plan
been submitted- to the Division of Environmental Upland fill areas
Management? Yes, approved during S/D approval.
i. Describe proposed sewage disposal and/or waste b. Amount of material to be excavated from below
water treatment facilities. Individual septic tank systems water level in cubic yards None
j. Have these facilities received state or local c. Type of material NA
approval? Yes
k. Describe existing treatment facilities.
None
1. Describe location and type of discharges to waters
of the state (for example, surface runoff, sanitary
wastewater, industrial / commercial effluent, "wash
down"). None
d. Does the area to be excavated include marshland,
swamps, or other wetlands? NA
e. High ground excavation, in cubic yard None
f. Dimension of spoil disposal area NA
g. Location of spoil disposal area NA
h. Do you claim title to the disposal area? NA
in. Water supply source Individual wells If not, attach a letter granting permission from the owner.
NA
n. If the project is ocean front development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access. P _
i. Will a disposal area be available for the future
maintenance? NA
If so, where? NA
o. If the property is on the oceanfront, what will be
the elevation above mean sea level of the first habitable j. Does the disposal area include any marshland,
floor. NA swamps, or water areas? NA
k. Will the fill material be placed below mean high
water? NO
1. Amount of fill in cubic yards 130±
in. Type of fill material Clean loamy sand
n. Source of fill material Commercial
(verbatim copy of Form DCP-.\1P-1, 3:91)
.o. ? , Will fill material be placed in marsh or other
wetlands? Yes. Section 404 wetlands only
p. Dimensions of the wetland to be filled 2265 SF
q. How will excavated or fill material be kept on site
and erosion controlled? Silt fence along retainer wall face.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
Front end loader
s. Will wetlands be crossed in transporting equipment
to the site? NO If yes, explain steps that will be taken
to lessen environmental impacts. NA
7 SHORELINE STABILIZATION
a. Length of bulkhead or rip rap 152.E LF
b. Average distance waterward of mean high water or
normal water level Land ward of MHWM
c. Shoreline erosion during preceding 12 months, in
feet NA
d. Type of bulkhead material Treated wood
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material Clean loamy sand
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line prints
or other larger plats are acceptable only if 2 4 high quality
copies are provided by applicant. (Contact the US Army
Corps Of Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site.
Include county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete address of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments on
the proposed project to the Division Of Coastal
Management and should be advised by the applicant of
the opportunity.
Name: (Lot 13) Charles F Gilbert
Address: 108 Longmeadows Road
Greenville NC 27858
Name: (Lot 10) Louis L Owens III
Address: 120 John L Hurst Drive
Swansboro NC 28584
Name:
Address:
8 ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected property. If the applicant is not claiming
to be the owner of said property, then forward a copy
of the deed or other instrument under which the owner
claims title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black ink on
an 8 1/2 by 11 white sheet. (Refer to Coastal Resources
Commission Rule W .0203 for a detailed description.)
A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
None on the individual lots but Density Control Storm Water
Management Option approved for entire S/D development.
Copy of approved section of restrictive covenants for storm
water management approval is attached.
A check for $250.00 made payable to the Department
of Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas. (N/A)
A statement on the use of public funds. If the
project involves the expenditure of public funds, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act (N.C.G.S. 113A-1 to
10). (N/A)
(verbatim copy of Form DCPAIP-1, Y91) 3
9 CERTIFICATION AND PERMISSION TO
ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I further 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
project.
This is the ¢ day of a , 19 (Revised)
X I ?_)_ 2*A__
Landowner o uthori A ent
(verbatim copy of Form DCPAIP-l, 3:91) 4
A19
INTRACOASTAL WATERWAY
A 18? \
A17
i
A166 ,? % X3.1 A2 Al
$FOSTERS BAY A3
/ /Q'A4
,----Approximate MHWL X 44 Xal
A15 5.1X
5.0
Section 404 Wetlands X' / X
/X
A14./' ?? --- 75' ES AEC
B3 /A-5 X sg
B2
B4.
' A13 ' // Approximate CW AEC / X
A6/ ,
B1 r /
152.6± LF bulkhead 'XA7 52 /A4-100' MHWM setback
' •ys , - - 19•2f /
A12c` `X -4.2- - -X-s ' _f / 55' By 55' Generic Maximum
All A10?== Building Footprints
2265 SF total wetland X
fill on both lots A9 A8
5.
X-
69
13
Minimum 25' outside turning
radius for conventional automobiles
(Ref: "Architectural Graphical Standards")
:ti• :..w
Limits of minimum 25
outside turning radius
Maximum soil area available that
conforms to "On-site Sewage Treatment
and Disposal" rules and conditions
mandated by OCHD permits
JOHN L HURST DRIVE
60' R/W
Driveway locations
LAYOUT CONSTRAINTS
CAMA EXHIBITION MAPS LOTS 11 & 12 HURST HARBOR S/D
1/3/95 ADDENDUM ONSLOW COUNTY, NC
SHEET 1 OF 1 SCALE: 1" = 60'
- ?i
7/.az/95
A42'I Typical outside limits of drive
4 and turn arounds to make 25'
minimum turning radius work,
designed to allow garage on
- ' either half of house side since
turn outs block most of house
regardless of side accessed

"Septic Tank" Systems As Specified By
Onslow County Health Department
Permits Dated 6/24/94 & 6/27/94
Lot 121 Lot 11
A19
INTRACOASTAL WATERWAY
A 18? ?
A17
i
r
r
.:
iX3. gAl
FOSTERS BAY ,
Approximate MHWL---_..?.-' ?X k4 X '
A15 '.'5.1 X
Section 404 Wetlands -?,_ X/ / X 5 0
A14 / i?
B3- B2 ?, 24 / X 59
/a r /i
/X 5S 75 ES AEC
B4 Approximate CW AEC X
--?-.; /
B1 ' A13pr/ A6: / Proposed Retainer Wall (Bulkhead)
A12 A7 X / 19.2'
' `''55' B SSG M '
Tie 5' section of wall
back into grade at
both ends of wall
All
A10?
XS? ??
NOTE: Total 64775 SF in 75' ESQ
AEC for both lots. Total 3289 SF S
built upon area proposed in 75 ES
AEC of both lots. Proposed built
upon % in ES AEC on both lots =
5.1%
""?W
Belgrade-Swansboro Rd
swansb= Loop Rd

White Oak River
X3 .bA8
69
®..
41

Old Hammocks Rd ,
Hammocks
NC 24 West Beach Rd
4 H Road-
y? NC 24 East
1
C V
\e White Oak River
t
-,,,srm
r
i
VICINITY SKETCH
NTS
CAMA EXHIBITION MAPS
SHEET I OF 4
Lot 12
y enenc aximum
Building Footprints, 3025 SF
o% Maximum Each, 6900 SF Maximum
4( Allowed Built Upon Area On Each
19.2# Lot Per Restrictive Covenants
Approved Under Low Density
StormWater Management Option,
Approved Copy Attached
100' MHWM septic system setback
T "Septic Tank" Systems As Specified By
Onslow County Health Department
Permits Dated 6124 & 27/94
NOTE: Boundary and topographic data
Lot 11 plotted from information provided by
Pate Phillips & Associates PA
JOHN L HURST DRIVE
60 R/W
VICINITY MAP & GENERAL LAYOUTS
LOTS 11 & 12 HURST HARBOR S/D
ONSLOW COUNTY, NC
SCALE. 1" = 60'
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??. PLOT PLAN
I
ONSLOW COUNTY HEALTH .CENTER o'D I'
JACKSONVILLE; . N C. ca.?.,n
IMPROVEMENTS PERMIT
ZG S
' (GROOND:?ABSORPTION SEWACE?DISpOSAL SYSTEM-- - ?-?:?i
G .S. CHAPTER 13/0A•335) j
OWNER. ?!1__?? ?-- ---- ---- - -- -
?1 #
Address., , ._ L. /7 u _i ?_ l __ --- S:R: NO...- ----.'
.1
Location' ?!
-_______________r____-___-___-_________.?__-___-_ ____- '?
Water .Supply ?Pirivate (X:Community ( ), Mobile Horne Park. (.. ) .'777
HOUSE !x) MOBILE. HOME ( ) BUSINESS ( )
NO. BEDROOMS _-____ NO. BATHROOMS _ ° -
ita?ble Prov. Suitable. (X) Unsuitable ( ); ''!
Su ( ) .;
Locate Tank and Lines _ _•S a w ^ ? Z) -?%`'r _?? ?__ :
Min.. 100 Feet. (K) __ Min. 50 :Feet ( ) From .W II
Size of Sepic Tank __ /l1?^ !?_L?__9vv---------------= Cal.. ,
Nitrification Lines ____ 7 bL_--.sq. Ft. ` _____ lin. Ft .I
I __ i° c? c -?!- `?__ ?P 7 X _3 w," > _ of . lines _%?'------
I IM'PROVEME PERMIT BY _--- --?
------------
f
DATE --- -"`G -?! - «1-- --=-- --------- ---
PERMIT VALTD FOR. FIVE YEARS"
I ??
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Do:.Not Alter the Above.Layout Without!,Contacting
The Onslow County, Health Department'"
R F
•
e r '-
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKIN J ?°
DATE: March 6, 1995
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 95082 COUNTY: Onslow
PROJECT NAME: Phillip Barry Matthews and Robert S. Nichols
PROJECT TYPE: Fill PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: January 25,
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030501
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA STREAM INDEX #: 19-41-(15.5)
*OPEN OR CLOSED:
WL IMPACT: Yes
WL REQUESTED: 0
WL SCORE: N/A
Closed
WL TYPE: STR
05 WL ACR EST: No
1995 * ,I 00"
?.p 1 FO
oti? p
S. O?yc
Fs
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicants propose to construct a bulkhead and fill 2265 sq. ft. of
404 wetlands.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #2733 for minor discharges
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Septic Tank
TO BE PERMITTED BY: County
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: 2265 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A

• 95082.Mar
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project be
done in such a manner so as to not cause turbidity outside the immediate construction area to
exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Jim Mercer
John Parker
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Phillip Barry Matthew and Robert S. Nichols
2. LOCATION OF PROJECT SITE: End of SR #1511, east of Hammocks Beach State Park, just off the
AIWW, Lot #11 and #12 in Hurst Harbor Subdivision, Onslow County
Photo Index - 1989: Strip #165 Frame #12 Q H-1
State Plane Coordinates - X: 2559900 Y: 341120
USGS 7.5 min. Topographic Quadrangle "HUBERT" Photorevised 1971
3. INVESTIGATION TYPE: CAMA ONLY
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 17 December 1994
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 6 January 1995 (Revised)
Office - Morehead City
6. SITE DESCRIPTION: rJ?
(A) Local Land Use Plan - Onslow Co. LUP Up-Dated, Nov. 19
Land Classification From LUP - Transition / Conservation
(B) AEC(s) Involved: Estuarine Shoreline JAN 2 5 1995
(C) Water Dependent: NO
(D) Intended Use: Private D I V i S I O N OF
(E) Wastewater Treatment: Existing - NONE COASTAL MANAGEMENT
Planned - Individual Septic Tank Systems
(F) Type of Structures: Existing - NONE
Planned - Individual Residence with Bulkhead Fill
(G) Estimated Annual Rate of Erosion: N/A
Source - Sand beach and marsh pocket
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
404 Wetlands / Bulkhead 2265 sq. ft.
(B) Non-Vegetated Wetlands
NONE
(C) Other land disturbance
Highground / House Construction 28,400 sq. ft.
(D) Total Area Disturbed: Approximately 30,665 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: SA Open: NO
8. PROJECT SUMMARY: Each applicant proposes to construct a section of bulkhead with fill in the 404
wetlands. Each will construct a single family residence on their respective lot.
AWLDVESTIGATION REPORT:
Phillip Barry Matthews and Robert S. Nichols
PAGE #2
9. NARRATIVE DESCRIPTION: The project site is located about 2 miles southwest of
Swansboro, at the end of SR #1511 , just east of Hammocks Beach State Park on lots
#11 and #12 in Hurst Harbor Subdivision, Onslow County.
Mr. Matthews and Mr. Nichols are co-applicants in their pursuit of authorization to
construct a bulkhead 152 feet long, within an area of 404 wetlands located that is within
the Estuarine Shoreline Area of Environmental Concern. The two lot that make up the
project site extend from the paved road known as John L Hurst Drive to a point of land
that separates the waters of the Atlantic Intracoastal Waterway (AIWW) from Fosters'
Bay. On the southwest side of the point, lot #11 is characterized by a pocket marsh
dominated by saltmarsh cordgrass and an irregularly flooded pond. This feature of the
project site extends well onto lot #12. On the northeast side of the point, lot #12 is
characterized by a long narrow sand beach and berm that separates the saltmarsh from
regular tidal influence. The application indicates that Mr. Matthews owns lot #11 and
Mr. Nichols owns lot #12.
The Corps of Engineer's representative, Mr. Jeff Richter, has visited the site and
confirmed the 404 Wetlands alignment as shown on the workplat drawings; sheet 2 of
4 shows clearly the 404 wetlands boundary in relationship to the proposed bulkhead
alignment. According to the Corps, the project meets the requirements for the
Nationwide Permit #18. The applicant's consultant, Mr. Wayne Ragland, has calculated
the amount of wetlands fill involved on each lot. On lot #11, the proposed bulkhead and
fill will displace approximately 452 square feet and on lot #12 the project will generate
a footprint impact of about 1813 sq. ft. The location and construction of Mr. Matthews
house on lot #11 is not dependent on the proposed bulkhead, where as, the location the
construction of Mr. Nichols house on lot #12 is directly dependent on the project. As
sheet 2 of 4 shows, the southeast corner of Mr. Nichols' house will cover approximately
576 sq. ft. of 404 wetlands landward of the proposed bulkhead.
It is important to note that the location and construction of both of the proposed houses
are within the Estuarine Shoreline AEC. In addition, each site plan calls for the
construction of a concrete driveway with turn-around and parking bay that will extend
into the AEC on the west side of each house. The width of the concrete turn-around and
parking bays is 25 ft. and is limited by the location of the permitted septic tanks and
drain field lines.
10. ANTICIPATED IMPACTS: Construction of the proposed bulkhead with the associated
fill will result in the direct displacement of approximately 2265 sq. ft. of 404 wetland
adjacent to the coastal saltmarsh and within the Estuarine Shoreline AEC. The applicant's
consultant has calculated that the combined amount of impervious surface is about 5%
of the total AEC on both lots.
PREPARED BY: JAMES L. MERCER
DATE: January 23, 1995
IRM -
Tint. Carefully describe all anticipated
c nt activities, including construction,
excavation, filling, paving, land clearing, and
stormwater control. If the requested information is not
relevant to your project, write N/A (not applicable).
Items 1-4 and 8-9 must be completed for all
projects.
1 APPLICANT
a. Name Wayne Ragland
Address 120 Balsam Road
City Jacksonville State NC
Zip 28546 Day Phone [phone]
Landowner or ,/ Authorized Agent
b. Project name (if any)
Lots 11 and 12 Hurst Harbor S/D
c. If the applicant is not the landowner, also give the
owner's name and address.
Lot 11: Barrv & RLdh Matthews
PO Box 614
Swansboro NC 28584
Lot 12: Robert & Harriette Nichols
PO Box 1268
Swansboro NC 28584
If you plan to build a marina, also complete and
attach Fornn DCM-MP 2.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
c. Will the project be for community, private, or
commercial use? Private
d. Describe the planned use of the project. Detached
single familv residences.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract : Lot 11 + 12 = 2.09 acres
b. Size of individual lot(s) 1.15 & 0.94 acres
c. Elevation of tract above mean sea level or National
Geodetic Vertical Datum 0 to 8± msl
d. Soil type(s) and texture(s) of tract Alpin. & Duckston
and Carteret soil series.
e. Vegetation on tract Grass, wax myrtles & cedar trees
typical with East end of parcels dominated by marshes.
f. Man-made features now on tract None
g. wnat is the uA]vfA Lana use man caassnieation o]
2 LOCATION OF PROPOSED PROJECT the site? (Consult the local land use plan.)
a. Street address or secondary road number
John L Hurst Drive (private Hurst Harbor S/D)
_ Conservation Transitional
Developed Community
Rural _ Other
b. City, town, community, or landmark Off of 1511.
Hammocks Beach State Park near Swansboro
h. How is the tract zoned by the local government?
Not zoned.
C. County Onslow
i. How are adjacent waters classified? SA
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a.. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier,) Detached single family residence
(future) with maximum of 3025 SF footprint on each lot.
790±SF encroachment into Estuarine Shoreline AEC by
each residence on each lot 152.6± LF of retainer wall
2265 SF fill of Section 404 wetlands behind retainer wall
(under NWP #18)
j. Has a professional archaeological survey been
carried out for the tract? ND If so, by whom. N/A
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Detached single family residence on
each lot (future), installation of septic tank systems, driveway
and similar, construction of retainer wall.
b. Num f or,.parcpls 2
(i erbatini cop} oI Donn IXT-?v ft'- ] , 3;'9] )
JAN06

C Density (Give the number of residential units and
the units per acre.) 2 units 0.95 units Der acre
d. Size of area to be graded or disturbed 8800 ± SF
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion &-sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable, has a sedimentation and control plan been
submitted to the Division of Land Resources. NA
6 EXCAVATION AND FILL INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel (MLW)
or (NWL)
f. Give the % of the tract within 75' of mean high
water to be covered by impermeable surfaces, such as Boat basin
pavement, buildings, rooftops. 5.1%
Other (breakwater, pier,
g. List the materials, such as marl, paver stone, boat ramp, rock jetty)
asphalt, or concrete, to be used for paved surfaces.
BCSC driveway standard Fill placed in wetland
or below MHW
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental Upland fill areas
Management? Yes, approved during S/D approval.
Length Width Depth
NA NA NA
NA NA NA
NA NA NA
2265 SF
NA NA
i. Describe proposed sewage disposal and/or waste b. Amount of material to be excavated from below
water treatment facilities. Individual septic tank systems water level in cubic yards None
j. Have these facilities received state or local c. Type of material NA
approval? Yes
d. Does the area to be excavated include marshland,
k. Describe existing treatment facilities. swamps, or other wetlands? NA
None
1. Describe location and type of discharges to waters
of the state (for example, surface runoff, sanitary
wastewater, industrial / commercial effluent, "wash
down"). None -
e. High ground excavation, in cubic yard None
f. Dimension of spoil disposal area NA
g. Location of spoil disposal area NA
h. Do you claim title to the disposal area? NA
m. Water supply source Individual wells If not, attach a letter granting permission from the owner.
NA
n. If the project is ocean front development, describe
the steps that will be taken to maintain establJshed
public beach aceessways or provide new access. NA
o. If the property is on the oceanfront, what will be
the elevation above mean sea level of the first habitable
floor. NA
i. Will a disposal area be available for the future
maintenance? NA
If so, where? NA
j. Does the disposal area include any marshland,
swamps, or water areas? NA
k. Will the fill material be placed below mean high
water? NO
Amount of fill in cubic yards 130±
(N erbatim copy of Yorm 1)(T-NIP-1,391)
m. Type of fill material Clean loamy sand
n . Wuo atjai Commercial
?? ; }

o. Will fill material be placed in marsh or other
wetlands? Yes Section 404 wetlands only
p. Dimensions of the wetland to be filled 2265 SF
q. How will excavated or fill material be kept on site
and erosion controlled? Silt fence along retainer wall face.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
Front end loader
s. Will wetlands be crossed in transporting equipment
to the site? NO If yes, explain steps that will be taken
to lessen environmental impacts. NA
mmmmm?
7 SHORELINE STABILIZATION
a. Length of bulkhead or rip rap 152.6 LF
b. Average distance waterward of mean high water or
normal water level Land ward of MHWM
c. Shoreline erosion during preceding 12 months, in
feet NA
d. Type of bulkhead material Treated wood
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material Clean loamy sand
8 ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected property. If the applicant is not claiming
to be the owner of said property, then forward a copy
of the deed or other instrument under which the owner
claims title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black ink on
an 8 1 /2 by I l white sheet. (Refer to Coastal Resources
Commission Rule 7J .0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line prints
or other larger plats are acceptable only if 24 high quality
copies are provided by applicant. (Contact the US Army
Corps Of Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site.
Include county road (SR) numbers, landmarks, and the
like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete address of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments on
the proposed project to the Division Of Coastal
Management and should be advised by the applicant of
the opportunity.
Name: (Lot 13) Charles F Gilbert
Address: 108 Longmeadows Road
Greenville NC 27858
Name: Lot 101 Louis L Owens III
Address: 120 John L Hurst Drive
Swansboro NC 28584
Name:
Address:
A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
None on the individual lots but Density Control Storm Water
Management Option approved for entire SID development
Copy of approved section of restrictive covenants for storm
water management approval is attached.
A check for $250.00 made payable to the Department
of Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas. (N/A)
A statement on the use of public funds. If the
project involves the expenditure of public funds, attach a
statement documenting compliance with the North
Carolina Environm cl IN 113A-1 to
10). (N/A) rI-
JAN 1
0 6 1:
(verbatirn copy of born) ]XIT IP-1.3391) 1114 r, , >"T' Y 1
9 CERTIFICATION AND PERMISSION TO
ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I further 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
project.
This is the day of Jam, , 19 vise
X (A? (WU Z'J-4A
Landowner Authori A ent
.{
[
It 1
sip-w......... ?..*.rri"am
(N erbatimi cop} ol'Form 1X'1'AW-1, 3`91) 4
A19
INTRACOASTAL WATERWAY
Alb ?
A17
A16p: XA2 Al
A3 a8
FOSTERS BAY
/. 2.5.i?f A4
/,'?----'-Approximate MHV6rl-;- /X 44 X4
A15 5.1X
Section 404 Wetlands X/ / X5o
A14 . ?' -- 75' ES AEC
B3- ' B2 ./A5 X 5.9
/X
' A13 Approximate CW AEC / X
B1 f? ,,A6/. /
152.6± LF bulkhead IX A-100' MIM'M setback
i. A7 52 / /
A12c? X -A,y _ X31-' _ X 2 / 55 By 55' Generic Maximum
A 10,E_ 6:2
All - - ` ` ` `- - Building Footprints
3
2265 SF total wetland X - g=
fill on both lots ?5 A8
A
5 X-
6.9
Minimum 25' outside turning
radius for conventional automobiles
(Ref: "Architectural Graphical Standards")
Limits of minimum 25!
outside turning radius
Maximum soil area available that
conforms to "On-site Sewage Treatment
and Disposal" rules and conditions
mandated by OCIID permits
CAMA EXHIBITION MAPS
1/3/95 ADDENDUM
SHEET I OF 1
X 6.2 1 f
Lot 12 ? Lot 11
JOHN L HURST DRIVE
60' R/W
Driveway locations
LAYOUT CONSTRAINTS
LOTS 1 I & 12 HURST HARBOR S/D
ONSLOW COUNTY, NC
SCALE: 1 60'
0 30 60 120
-fit
9l'?yne .?yland
00
]9,2` Typical outside limits of drive
and turn arounds to make 25'
minimum turning radius work,
designed to allow garage on
either half of house side since
turn outs block most of house
regardless of side accessed
"Septic Tank" Systems As Specified By
Onslow County Health Department
Permits Dated 6!24/94 & 6/27/94
A19 ...........
INITRACOASTAL WATERWAY
A14 A17 ,
A16f
? - A2 Al
/• - ?? j XA3 A-%
FOSTERS BAY
i,/0'-A4
/.'.;.• Approximate MHWL---__? :'I/X AA X4.1
A15 5.1X
Section 404 Wetlands X, . 9 X
/X 4 /
A14 .?' .'
X,3 ' B2 24 X 5g // /
/a1 /
/X 5 75' ES AEC
'A13 %? : Approximate CW AEC---??, / X /
i
BI 1 % A6' / Proposed Retainer Wall (Bulkhead)
! 52
A12c? X2_a2- 1',?_ A7 19.2'
All X6 55' By 55' Generic Maximum
Tie 5' section of wall
back into grade at
both ends of wall
Hammocks
Beach Rd
4 H Road'
NOTE: Total 64775 SF in 75' ES
AEC for both lots. Total 3289 SF
built upon area proposed in 75' ES
AEC of both lots. Proposed built
upon % in ES AEC on both lots =
5.1%
""?w
Belgrade.Swansboro Rd
Sw•ansboro Loop Rd
NC 24 West
X5.1 a
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N-
5.4
AS
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6.2
A8 ?./
,
,
UhiWoakRiver fv,
--.11 NC 24 Fast
()`i White Oak River
1
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i
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VICINITY SKETCH
NTS
CAMA EXHIBITION MAPS
SHEET I OF 4
Lot 12 ` Lot I 1
/ Building Footprints, 3025 SF
o% Maximum Each, 6900 SF Maximum
Z; Allowed Built Upon Area On Each
2' Lot Per Restrictive Covenants
Approved Under Low Density
StormWater Management Option,
Approved Copy Attached
100' MHIA'A4 septic system setback
"Septic Tank" Systems As Specified By
Onslow County Health Department
Permits Dated 6.124 & 27194
NOTE: Boundary and topographic data
plotted from information provided by
Pate Phillips & Associates PA
JOHN L HURST DRIVE
60' R/W
VICINITY MAP & GENERAL LAYOU
LOTS 11 &. 12 HURST HARBOR SID
ONSLOW COUNTY, NC
SCALE- I"= 60'
0 30 60 120
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ONSLOW COUNTY HEALTH CENTER o J
I JACKSONVILLE. N C. d -
IMPROVEMENTS PERMIT
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(GROUND ABSORPTION SEWAGE DISPOSAL SYSTEM-???
I. :G..S. HAPTER 130A•335) ({,
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OWNER --?11-?-° ?-- --- -- -- , - j.
::Q w L . i7 a . a ? .: .:,S.R NO. _
Address ------------------f - --- -- ji
jy' l? ----------
--------------------------
Location ---- -- --
------------------ - ----------- -- ---- 77
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Wafter Supply Private -X) Community ( ) ,Mobile. Home Park.'(
I 'HOUSE (x) MOBILE HOME ( )'. BUSINESS ( )
I NO. BEDROOMS _--NO. BATHROOMS'
I Suitable ( ) Prov. Suitable (X) Unsuitable ( )
o?
1 Locate Tank and Lines _ s r??_--- - - ---=
Min. 100 Feet Min.. 50 :Feet ( ) From W II.;
Size of Sepic Tank ____!?^ ! 9v-----------------= Gal.
----- ]in. Ft. :'.
I Nitrification Lines ____ 7 Ft. __--?--
N of. lines _!z _------
I IMPROVEMEf PERMIT BY _--- =----- -- - =--•=--------- -
I
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I DATE --- ------
I PERMIT VALID FOR. FIVE YEARS -F
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f PLOT PLAN
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I Do Not Alter the Above .Layout Without Contacting
The Onslow County Health Department
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JAN 0 6 1995
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S ONSLOW.COUNTY HEALL?WTER ? e
I JACKSONVILLE N . C , .7
IMPROVEMENTS 'PERMIT n y I Sz
(GROUND ABSORPTION SEWAGE DISPOSAL SYSTEM--
G. S. CHAPTER 130A-335) j
ie5
OWNER - - - -- b?F
• ---= _L??? j
Address i_S R is NO ----
k
-JI
I Location _------------------
---------
- i
--= -- -- - =- -- ---- Water :,Supply Private k') tommunlty ( ) Mobile Home Park ( )
°? . HOUSE 0) MOBILE`HOME, (` BUSINESS ( )
NO. BEDROOMS __ NO...BATHROOMS ------ 7 '1
Suitable ( ) Prov. Suitable. Q<) Unsuitable ( )
Locate Tank and Lines .__GS_?--?_w?? ----
/?M AYLI O? ''
lDn Eept W Min. 50 Feet (: ) FCQm Well :;
Min.
qq
Size of Sepic Tank ______-eL4Z±1 U-------------- Gal.:?
I Nitrification Lines sq. Ft. y --------- lin. Ft. ;
01 No. of lines __ --=--- :.
1 IMPROVEMENTS PERMIT BY ,l ?___ ----------==
?-
DATE ----------- C ?7 f1 -----------------------=---.
- PERMIT VALID FOR FIVE YEARS _.?
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PLOT PLAN
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Do Not Alter tlhhei
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Above Layout, Without Cont cting
County .Health'Depaitrrient
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