HomeMy WebLinkAbout19930289 Ver 1_COMPLETE FILE_19930505DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
Action ID 199301971
April 20, 1993
Mr. Rolf Sass
1619 Landfall Drive
Wilmington, North Carolina 28405
,
APR 3 01993
1 r..l
Dear Sass: ??
On February 11, 1991, we renewed general permit No. CESAW-C080-N-000-4-291,'
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received April 13, 1993, for Department of
the Army authorization to excavate a basin and construct a pier with gazebo,
floating dock and pilings on the Atlantic Intracoastal Waterway (AIWW),
Landfall, Wrightsville Beach, 'New Hanover County; North Carolina, indicates it
to be a candidate for Federal authorization under this general permit.
Accordingly, the administrative processing of your application will be
accomplished by the North Carolina Division of Coastal Management. Comments
from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for
any reason, you will be informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act, has
been assigned Action ID No. 199301971 and will be coordinated by Mr. Jeffery
Richter in our Wilmington Field Office. He is available at telephone (919)
251-4636.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
? t
Y
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
t John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
June 18, 1993
Action ID. 199301971 and State Permit No. 65-93
Mr. Rolf Sass
1619 Landfall Drive
Wilmington, North Carolina 28405
Dear Sass:
WA WETLANDS IY SLCTI
Q --
Reference your application for a Department of the Army (DA) permit to
excavate a basin and construct a pier with gazebo, floating dock and pilings
on the Atlantic Intracoastal Waterway (AIWW), Landfall, Wrightsville Beach,
New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Jeffrey Richter, Wilmington
Field Office, Regulatory Branch, telephone (919) 251-4636.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
1
-2-
Copies Furnished with enclosure:
NOAA, NOS, Coast and Geodetic Survey
Mapping and Charting Branch
Source Data unit, N/CG2211, Station 7350
1315 East-West Highway
Silver Spring, MD 20910-3233
,DW.- -John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
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IV Dept. of Housing & Urban Development.
DATE: December 8 1992 Ref: M8.27 PC. 121 SCALE: 1°=30'
SURVEY FOR:ROLF & JANIS SASS HOBBS SURVEYING COMPANY
1619 LANDFALL DR.
WILMINGTON, N.C. 28405 7225 Wrightsville Ave. Suite 103
LOT NO. 10
VILLAS at LANDFALL vVilmington, NC 28403
HARNETT TWSR Office Phone : 256-000
NEW HANOVER CO., NORTH CAROLINA 2
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
INILMINGTCN, NORTH CAROLINA 28402-1890
Regulatory Branch
!N REPLY REFER TO
May 17, 1993
?' 4'._
Action ID. 199301971
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Mr. Rolf Sassexcavate a basin and construct a
pier with gazebo, floating dock and pilings on the Atlantic Intracoastal
Waterway (AIWW), Landfall, Wrightsville Beach, New Hanover County, North
Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour and any regularly or irregularly flooded
vegetated wetlands.
C. No vegetated wetlands will be excavated or filled.
d. The temporary placement or double handling of excavated or fill
materials within waters or vegetated wetlands is not authorized.
e. Excavation will not exceed seven (7) feet below the elevation of mean
low water (MLW).
f. The permittee's scheme of development, of which the authorized work is
a part, contemplates the presence of structures and their attendant utilities
--- on lands subject to an easement in favor of the United States for the
operation, maintenance, improvement, and enlargement of the Atlantic
Intracoastal Waterway (AIWW). Accordingly, the permittee will be required to
remove such structures and improvements at his own expense in the event that,
in the judgment of the U.S. Army Corps of Engineers acting on behalf of the
United States, the lands are needed at any time for any purpose within the
scope of the easement. Permanent buildings will not be constructed within the
easement.
t 1?
-2-
g. This permit does not authorize the interference with any existing 3r
proposed Federal project, and the permittee will not be entitled to
compensation for damage or injury to the authorized structure or work which
may be caused from existing or future operations undertaken by the United
states in the public interest.
h. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of th6 United States.
i. If the display of lights and signals on the authorized structure is
not otherwise provided for by law, such lights and signals as may be
prescribed by the U.S. Coast Guard will be installed and maintained by and at
the expense of the permittee.
j. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transferred to a third party.
1-. The activity will be conducted in such a manner as to prevent a
A.
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less are not considered significant.
1. Approval of the structure was based on determination that there would
be no obstruction to navigation. Under conditions existing in the Atlantic
Intracoastal Waterway (AIWW), a possibility exists that the structure may be
damaged by wave wash from passing vessels. Unreasonable slowing down of
vessel traffic cannot be required because it would tend to nullify the
navigational benefits on which the AIWW was justified. Issuance of this
permit should not be construed as relieving the permittee of taking proper
steps to insure the structure and moored boats will not be damaged by wave
wash normally to be expected in the AIWW.
Questions or comments may be addressed to Mr. Jeffery Richter, Wilmington
Field Office, Regulatory Branch, telephone (919) 251-4636.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
-3-
Copies Furnished:
r. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
.tee ? p
2
Q
State of N girth Carolina
Department of Environment€ ;Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor Roger N. Schecter
Jonathan B. Howes, Secretary April '.2, 1993 Director
MEMORANDUM:
RECEIVED
TO: Mr. A. Preston HowarC, P.E., Director
Division of Environmei` ;al Management APR 12 1993
FROM: John R. Parker, Chief Wilmington Regional office
DEM
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FI1,L Permit Application Review
Applicant: Rolf Sass
Project Location: lot 10, Villas at Landfall in the Landfall Subdivision off of Highway 74
in New Hanover County
Proposed Project: to construct apier approximately 655' in length to access water. He
requests construction of a dock system with dredged basin at the
waterward end.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 3, 1993. If you have any questions regarding the proposed project, please
contact Tere Barrett at extension 246. When appropriate, in-depth comments with supporting
data is requested.
REPLY: 1L 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
4c
DATE
N.C. 2405-3845 0 Telephone 919.395-3900 9 Fax 919-3542004
Opportunity Affinnadvc Action Employer
To: 0, nr_ x
DIVISION OF ENVIRONMENTAL MANAGEMENT
1CANA MAJOR PERMIT APPLICATION REVIEW
`''.OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON
WQ SUPERVISOR: ADKINS
DATE: April 3 X,.1993
IN
VP1w PERMIT NO.: 93289 COUNTY: New Hanover
Rolf Sass
Pier PERMIT TYPE: CAMA
N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: April 12, 1993
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA STREAM INDEX #: 18-87-(23.5)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
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 applicant proposes to construct a 655'
pier and dredge a 60' X 60' basin.
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
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.)
93289.Apr
Page Two
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-Tere Barrett
John Parker
#?._ i
This agency has no objection to the project as proposed.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor Roger N. Schecter
Jonathan B. Howes, Secretary April 12, 1993 Director
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Rolf Sass
Project Location: lot 10, Villas at Landfall in the Landfall Subdivision off of Highway 74
in New Hanover County
Proposed Project: to construct a pier approximately 655' in length to access water. He
requests construction of a dock system with dredged basin at the
waterward end.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 3, 1993. If you have any questions regarding the proposed project, please
contact Tere Barrett at extension 246. When appropriate, in-depth comments with supporting
data is requested.
REPLY:
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
SlAn
5
DATE
127 Cardinal Drive Extension, Wilmir oon, N.C. 26405.3845 • Telephone 919395-3900 • Fax 919-3542004
An Equal Oppommtty Affirmative Action Employer
D"ION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Rolf Sass
2. LOCATION OF PROJECT SITE: Adjacent to the AIWW at Lot 10, Villas at Landfall,
in the Landfall Subdivision off of Highway 74 in New Hanover County.
Photo Index - 1989: 4-175-25, gr. I-18,19,20 1984: 18-228, gr. F-15,16
State Plane Coordinates - X: 2360000 Y: 174100
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/29/93
Was Applicant Present - Declined opportunity
5. PROCESSING PROCEDURE: Application Received - cc: 4/06/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Residence
Planned - Pier, Dock, Basin
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED INCORPORATED
(A) Vegetated Wetlands
uncus roemerianus 150 sf
5partina alterniflora 3240 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 2.4 acres 432 sf
Open Water 556 sf
Shallow Bottom 4800 sf
(ll) Total Area visturnea: 2.62 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: Applicant proposes to construct a pier approximately 655' in
length to access water. He requests construction of a dock system with dredged basin at the
waterward end.
Rolf Sass
Page 2
9. PROJECT DESCRIPTION
The project site is Lot 10, The Villas at Landfall. This is the southernmost lot
adjacent to the AIWW in Landfall, a development on Highway 74 in New Hanover
County. The size of the lot is approximately .5 acre, and averages 27' above mean
sea level. The lot is vegetated with typical high ground vegetation. This gives way
to coastal marsh spanning approximately 565' to open water.
The New Hanover County Land Use Plan classifies the area as Conservation. The
waters of Banks Channel are classified SA by the Division of Environmental
Management. The area is not designated as Primary Nursery by the Division of
Marine Fisheries, and is closed to the taking of shellfish. The bottom in this area is
sandy.
A single family residence is currently under construction on the site.
The applicant is proposing to construct a 6' wide pier across the marsh to open water.
The structure would begin on high ground (at the 100 year flood elevation), crossing
approximately 72' before encountering coastal marsh. The pier would then be
elevated over approximately 25 linear feet of Juncu roemerianus, and 540 linear feet
of SSpartina alterniflora. The pier is proposed to extend another 18' into open water.
The request is for a 16' x 16' gazebo at the waterward end of the structure, with a
ramp connecting it to an 8' x 24' floating dock. There are to be four tie pilings
associated with the floating dock to allow for the mooring of two boats. The mooring
pilings will be placed a maximum of 14' from the floating dock in order to remain
15' from the adjacent corridors. The structure extends approximately 68' into open
water, and terminates 85' short of the AIWW, at the -1.5' mean low water contour.
In order to make this facility feasible for docking, the applicant proposes to dredge a
60' x 60' basin, with a 30' x 40' access channel to the AIWW. The bottom graduates
to -7' mean low water at the waterward end of the proposed dredging. The basin
would begin at the gazebo, and span 60' in both directions. The access channel
would continue for 40' toward the AIWW, and would be 30' in width. The proposed
depth is -6' mean low water.
The dredging is to be accomplished by dragline onto a barge. The spoil will be
transported by truck to a previously approved spoil site on Market Street. Spoil will
be contained on site by a constructed dike wall. The spoil site is approximately 2.4
acres in size.
The intended use of this project is to serve the adjacent single family residence. The
applicant is restricted by subdivision covenant from having structures such as this on
his lot. He is hoping that he will acquire this right after obtaining a State Permit.
Rolf Sass
Page 3
10. ANTICIPATED IMPACTS
The project as proposed meets the 1/3 rule, is 85' from the AIWW, totals less than
500 square feet in dock and deck space, and is 15' from each adjacent corridor. This
area has never been dredged, but is in close proximity to the AIWW, and is not a
Primary Nursery Area.
The project as proposed would shade approximately 150 square feet of Juncus
roemerianus, and 3240 square feet of Spartina alterniflora. It would incorporate
approximately 556 square feet of open water. The pier would cross approximately
432 square feet of high ground, and the spoil would be placed on approximately 2.4
acres of high ground. Dredging would require the disturbance of 4800 square feet of
shallow bottom, and the removal of approximately 823 cubic yards of same.
Submitted by: T. Barrett Date: 4/6/93 Office: Wilmington
Pkaserype or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trot. 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
AL Name o?F SASS
AddressAxm L#;h,DPW1 O(L.
city _bllLMi T% 6F n?4 smte_ N(_
Zip ya Day phone 2 S6 - 3 3 2 1
Landowner or Authorized agent
b. Pro'ect name (if any) S?F l'!L 2 ,
e?T ?N
e. If the applicant is not letsjs.,??
*id l i t
owner's name and add COASTAL MANAGEMENT;
2 LOCATION OF PROPOSED
PROJECT
If you plan to build a marina, also complete and ;
attach Form DCM-W-2.
b. Is thWroposed activity maintenance of an
existing project, new work, or both?
AItL) Woke
e. Will the project be for community, private, or
commercial use?
d. Describe the planned use of the project.
_Sinla,cf- ?Rr??1 ?? PaiJA?r fJi?-rL
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract f Ya /f«=
b. Size of individual lot(*) i4cg c
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum a? 2,
d. Soil t}pe(s) and texture(s) of tract
SyMO Z sar L
a. Street addrrgqss or secondary road number
/y /Ji??Rs AfLre??nG??l Lrd.?oF+/!D?L. e. Vegetation on tract fg&j, e!s
b. City, toast. community, or landmark
1,/, lM? ?;b rtm, NL
c. County YW HAW Vat
d. Is proposed work within city limits or planning
jurisdiction? Aln •,?
e. Nam body of water neatest project
L Man-made features now on tract SinlcG Fflw1c;e1.1 C
g. What Is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation _ insidonal
Developed bmmunity
Rural _ Other
h.
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT i•
a. Describe all development activities you propose (for J.
example, building a home. motel, marina, bulkhead.
or pier),,Vnft Aitma;d &a101alr ALE&. FLT
How is the tract zoned by. government?
How are adjacent waters classified?
:TA
Has a professional archaeological survey been
carried out for the tract?d(ff- If so, by whom?
1289 i
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development. • NO LAMO ,OL-'1)?CGPn>En?T
a. Type and number of buildings-, facilities, or
structuresproposed
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and 'erosion
cor:.rol plan been submitted to the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
sur. aces, such as pavement, buildings, rooftops.
M. Wate, supply source
n. If the p ent, describe
the steps T1 W1 n established
public er do orp ew access.
M
o. If the pmjectis on the o?eeanfront twfiat will be the
elevation above mean sea level of the first habitable
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill wivities (excluding bulkheads, which are
covered in Section 7). •
Length Width Depth
g. Lis: the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. If applicable, has a stormwater management plan
bezn submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
wafer treatment facilities.
Access channel
(MI,W) or (NWL)
Boat basin
Other (break-
water, pier, ?t 2
boatramp, 6Azai)
rock jetty) C1jo',,nj6Azt
Fill placed in
wetland or below
MHW
? 3 6 ,?cw
Go' Go' 6 mitt)
ass' 6
I6' 16'
j. Have these facilities received state or local approval? Upland fill
- areas
k. Describe existing treatment facilities;
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
2
b. Amount of material to be excavated from below
water level in cubic yards ,t 8a e y • ??
c. Type of material _007' jZlt') +s L
d. Does the area to be excavato include marshland,
swamps, or other wetlands?
Alb
e. High ground excavation, in cubic yards A16M 5_
12/89
.L Dimtasions or spoil aisposai area i
/Sd x?Dn
g. Locaiion of spoil disposal area gla M??'? `f?.
Vdm,r, brn,.. NG
h. Do you claim title to the disposal area? NO
If not, attach a letter granting permission from the
owner. S&-r )9W,girrr V
L Will a disposal area be available for future
maintenance? ves
If so, where?
J. Dots the disposal area include any marshland,
swamps, or water areas? NO
k. Will the fill material be placed below mean high
water? Mb
1. Amount cfIill in cubic yards
m. Type of fill material
n. Source of fill material
o. Will fill material be placed on marsh or other
wetlznds?
p. Dim=slons of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
/?II3nLV'?Y 192A.41,1nC oMV f3r?rG? QFGo??
r. Wha:type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? TAPS , LWA LiivF -
s. WW wetlands be crossed in transporting equipment
to pmuject site? A&I If yes, explain steps that will
be Wken to lessen environmental impacts.
7 SHORELINE STABILIZATION
A. Length of bulkhead or riprap
b. Average distance waterward of mean high water or
noraal water level
M9
e. Shoreline erosion during preceding 12 months, in '
feet
d. Type of bulkhead material
7z 7
r ^
1!
..''J M
e. Amount of fill, in T t '
mean high water 4i -
fa Ll raw
L --Type of fill material ' MAR 13 1993 -
DIVISI'ON OF
8 ADDITIONAL
In addition to the completed application form, the follow-
ing 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 x 11 white paper. (Refer to Coastal Resources
Commission Rule 710203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line 2D
prints or other larger plats are acceptable only if it high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county mad (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 addresses 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
that opportunity.
3
Naive /71S . 1 ?du,N 10drocit
.' 'Address `fig SdMm?/1 2 l.5T Qd,
•' Name L1JrdY)1 ?zt nc??-Rs
Address Pn 13 uY S 3A$
X4 2iyy3
Name`
Address
A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates.
?5o
A check for $W 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
Fund inlet areas.
A statement on the use of public funds. If the project
involk•es the expenditure of public funds, attach a state-
,ment documenting compliance with the Notch Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
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 ap-
proved Coastal Management Program and will be con-
ducted 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 day of 1i • 1995.
X
Landowner or Au orized agent
r
MAR W3
OF*
COASTAL N ANAGUHi? n
.V
4 12/89
NtEfr
of 4t /
of, N9AD v ` J
CALL CT
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r MAR 1993
DIVISf -'N OF .1
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MAR i 9 _1995
DIVISION' OF
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MA"D am ORASSEO l1IE
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DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER:
WQ SUPERVISOR:
DATE:
GREGSO
ADKINS
April 30, 1993
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 93 PERMIT NO.: 93288 COUNTY: Brunswick
PROJECT NAME: S.W. Stubbert
PROJECT TYPE: Pier PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: April 12, 1993
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030759
*STREAM OR ADJACENT WATER BODY: Lockwood Folly River
CLASS: SA STREAM INDEX #: 15-25-1-(16)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOb MLMATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to construct a 136'
X 4' pier.
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE
N/A
AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
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.)
.1,
93288.Apr
Page Two
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-Brooks
John Parker
e V
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor
Jonathan B. Howes, Secretary
April 12, 1993
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
S. W. Stubbert
Roger N. Schecter
Director
RECEIVED,
APR 12 1993
W;'.-in,-,tnn Regional Office
rr 1.1
Project Location: off S.R. 1119, Lot 309, River Road, Lockwood Folly Subdivision
Proposed Project: to construct a 136' x 4' pier, including a 12' x 12' T-head platform, a
12' x 10' boatlift and a 16' x 10' floating dock at the end of the pier,
to provide water access for his private residence.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 3, 1993. If you have any questions regarding the proposed project, please
contact Ed Brooks at extension 247. 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
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 919-395-3900 • fax 919-3542004
An Equal Opportunity Affirmative Action Employer
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor
Jonathan B. Howes, Secretary
April 12, 1993
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
S. W. Stubbert
Roger N. Schecter
Director
off S.R. 1119, Lot 309, River Road, Lockwood Folly Subdivision
Proposed Project: to construct a 136' x 4' pier, including a 12' x 12' T-head platform, a
12' x 10' boatlift and a 16' x 10' floating dock at the end of the pier,
to provide water access for his private residence.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 3, 1993. If you have any questions regarding the proposed project, please
contact Ed Brooks at extension 247. 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
127 Cw&nal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 911395.3900 • Pax 911350.2004
An Equal Opportunity Affimsuive Action Employer
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: S. W. Stubbert
2. LOCATION OF PROJECT SITE: off S.R. 1119, Lot 309, River Road, Lockwood Folly
Subdivision, Brunswick County.
Photo Index - 1989: 190-12:N-11 1984: 6-45:0-20
State Plane Coordinates - X: 2236200 Y: 68200
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/23/93
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received - 3/19/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT,EW,ES
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none
Planned - Individual subsurface septic tank system
(F) Type of Structures: Existing - none
Planned - Single-family residence
(G) Estimated Annual Rate of Erosion: N/A
Source - Visual observation
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands shaded-544
Coastal Wetlands
(B) Non-Vegetated Wetlands covered-424
Public Trust/Estuarine Waters
(C) Other
(D) Total Area Disturbed: 968 sq. ft.
(E) Primary Nursery Area: no
(F) Water Classification: SA Open: no
8. PROJECT SUMMARY: The applicant proposes to construct a 136'X4' pier,
including a 12'X12' T-head platform, a 12'X10' boatlift and a 16' x 10' floating dock at the end of
the pier, to provide water access for his private residence.
S. W. Stubbert
Page 2
9. PROTECT DESCRIPTION 4/2/93
The project area is a single-family residential lot (Lot 309), on River Road, in
Lockwood Folly Subdivision, adjacent to the Lockwood Folly River, in Brunswick
County. The lot is approximately 311 feet in depth, 125 feet wide adjacent the
Lockwood Folly River, and 157 feet wide along River Road. The lot is currently
vacant, wooded,primarily with live oak and pine, but the applicant is in the process of
designing his private residence for subsequent construction on the lot. The highground
area of the lot averages about 9.5 elevation M.S.L., and gradually slopes from the
road toward the river. There is a low, wet area in the northeast corner of the lot that
has been classified as federally regulated wetlands. This adjacent wetland pocket
extends into the lot approximately 150 feet, and averages 50 feet in width. Coastal
wetland plants, cat-tails (Tvnha spp.) and saw-grass (Cladium jamaicense) are evident
throughout the water (east) side of the wetland area. There is a small isolated wetland
pocket, (40 feet X 10 feet), located approximately 25 feet above, or northeast of the
larger wetland area. The waterward side of the lot (east) transitions from highground
to a 60-70 feet wide border of high coastal marsh. Vegetation species observed were;
uncus roemarianus, Limonium spp., Salicornia spp., Distichlis s i? cata, Borrichia
frutescena, SSpartina patens. and S_,.partina alterniflora. The frequency of smooth
cordgrass (S. alterniflora) increases in a waterward direction, resulting in a border,
70-100 feet wide, comprised solely of smooth cordgrass, completing the waterward
limits of coastal wetland vegetation prior to open water. The Lockwood Folly River is
approximately 2600 feet wide in the project area, however there are extensive areas of
smooth cordgrass marsh, numerous marsh islands, and shoals interspersed throughout
the shallow river basin. The U. S. Army Corps of Engineers (U.S.A.C.O.E.)
maintains a channel, 100 feet wide, along the southside (project side) of the river.
The navigational easement for the project extends up river to the bridge on N. C.
Hyw 211. The U.S.A.C.O.E. is currently in the process of completing a maintenance
dredging project that will extend approximately two miles above Varnumtown, N.C.
The waters in the project area are classified SA by the N.C. Division of
Environmental Management, and are CLOSED to the taking of shellfish. The waters
are not designated as primary nursery area.
The applicant proposes to construct a pier from his property for water access to the
Lockwood Folly River. The pier would be 136.14 feet long and 4 feet wide, and
would terminate in a T-shaped platform at its waterward end. This platform would be
12 feet long and 12 feet wide. A boatlift (10' X 12') is proposed on the north side of
the T-head platform. A floating dock (16' X 10') is proposed on the south side of the
T-head. No roofing is proposed over any of the structure. The end of the pier would
be located at elevation -4 N.G.V.D. or -2 feet at MLW. This would place the end of
the structure 50.2 feet from the toe of the federally maintained channel. The pier
would be elevated over wetland vegetation.
S. W. Stubbert
Page 3
10. ANTICIPATED IMPACTS
The proposed structure would incorporate 424 square feet of estuarine/public trust
waters. The construction of the pier may create localized, short-term turbidity
increases during piling installation. If properly elevated over marsh vegetation, the
pier should result in no adverse impacts to marine resources.
Submitted by: E. F. Brooks Date: 4/2/93 Office: Wilmington
Nease t315e or print. Carefully describe all anticipated
• development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name S. W. Stubbert
Address 411 Marlin Street
city Sunset Beach State North Carolina
Zip 28459 Dayphone (919) •579-9900
X Landowner or Authorized agent
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 co®munity, private, or
commercial use?
Private
d. Describe the planned use of the project.
and water access,
b. Project riame (if any) Lot ' 09_ Lockwood
Folly Subdivision. 4 LAND AND WATER
c. If the applicant is not the land alto due the., _ ?.
owner's name and address.
CHARACTERISTICS
Size of entire tract 37,020 s a . ft.
MAR i c" •1993 _y b. Size of individual lot(s) 37 , 020 sq. ft.
SIVI'SION OF C.
2 LOCATION OF PRO W'EN_
PROJECT
a. Street address or secondary mad number
River Road
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Average grade of 1n_nn • T_f _V_Tl_
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract Wooded.
b. City, town, community, or landmark
Lockwood Folly Subdivision f. Man-made features now on tract Nnn,.
C. County Rrnn.-,wink rn„n f-I g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
d. Is proposed work within city limits or planning
jurisdiction? Brunswick County Conservation Transitional
e. Name of body of water nearest project Developed Community
Lockwood Folly River Rural X Other(Mixed use)
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). Bui l rii n" a single fami 1;4 hnmP
pier, boat lift and floating Hnnk_
h. How is the tract zoned by local government?
None
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? ...Nn If so, by whom?
12/89
5' UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
ttructuresproposed One residential
structure.
b. Number of lots or parcels r,-o
m. WatersupplySource Brunswick County Water System.
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
c. Density (Give the number of residenti t
units per acre.) One per 0-81)
1
?Y
d. Size of area to be graded or disturbed !W? MAR S 9 199 H !he project is on the oceanfront, what will be the
P s ^ than 112 a o - elevation above mean sea level of the first habitable
S
e. If the proposed project will disturb more thazQah?' ` `N OF floor? N/A
acre of land, the Division of Land Re 'e6 h6sfi-;`iAG
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion 6 EXCAVATION AND FILL
control plan been submitted to the Division of Land INFORMATION
Resources? N i A
L Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
mean high water to be covered by impermeable or fill activities (excluding bulkheads, which are
surfaces, such as pavement, buildings, rooftops. covered in Section 7).
0% Length Width Depth
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MI.W) or (NWL)
None within 75 feet moan high trat.ar
Boat basin
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water, pier,
Management? N/A boat ramp,
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill, placed in
P. n t i n tan - wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
Yes areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Nona
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A
b. Amount of material to be excavated from below
water level in cubic yards None
C. Typeofmaterial /A
d. Does the area to be excavated include marshland,
swamps, or other wetlan ds?
None.
e. High ground excavation, in cubic yards
12/89
2 '
• f. Dimensions of spoil disposal area
N/A
S. Location of spoil disposal area N/A
IL Do you claim title to the disposal area? N / A
If not, attach a letter granting permission from the
owner.
L Will a disposal area be available for future
W AintenanCe? NIA
If so, where?
J. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? ,M I A
L Amount of fill in cubic yards N A
m. Type of fill material N/A
n. Source of fill material N
o. Will fill material be placed `n: ft -Olfiek,
wetlands? nTn _ i
p. Dimensions of the wetland to be It d- => 1y9,S
None
q. How will excavated or fil}al Abe
c !? N
and erosion controlled?
c. Shoreline erosion during preceding 12 months, in
feet Nnna I
d. Type of bulkhead material NIA
C. Amount of fill, ir?cubic yards, to be placed below
mean high water one
L T?ylx of fill material N/A .
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7].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 21 high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Pump and hnrgp wifh pile A&J-&a2,_
s. Will wetlands be crossed in transporting equipment
to project site? No if yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead orriprap None
b. Average distance waterward of mean high water or
tnormal water level N / A
12J89
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 addresses 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
ghat opportunity.
7
Namme . & Henry E. Keppel
Address Lot #308, Lockwood Folly
Name Peter A. Mahler
Address
(919).887-2655
Name'
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
$250.00
A check forade 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.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
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 Imowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted 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. ////
714
This is the A day of ,19
X - ZeJ
Landowne or Authorized agent
Wii i9y,3
..rrG v OFpp??CCp't
COASTAL 15IAi9t?1:1 EVIEti
4
12189
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: Rolf Sass
2. LOCATION OF PROJECT SITE: Adjacent to the AIWW at Lot 10, Villas at Landfall,
in the Landfall Subdivision off of Highway 74 in New Hanover County.
Photo Index - 1989: 4-175-25, gr. I-18,19,20 1984: 18-228, gr. F-15,16
State Plane Coordinates - X: 2360p00 Y: 174100
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/29/93
Was Applicant Present - Declined opportunity
5. . PROCESSING PROCEDURE:. Application Received - cc: 4/06/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater. Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Residence
p t? (W
4
APR 1 91993
WATER UAUTY SECTION
Planned - Pier, Dock, Basin
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
INCORPORATED
(A) Vegetated Wetlands
Juncus roemerianus 150 sf
Svartina alterniflora 3240 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 2.4 acres 432 sf
Open Water 556 sf
Shallow Bottom 4800 sf
(li) rotas Area visturnea: L.oL acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: Applicant proposes to construct a pier approximately 655' in
length to access water. He requests construction of a dock system with dredged basin at the
waterward end.
Rolf Sass
Page 2
9. PROJECT DESCRIPTION
The project site is Lot 10, The Villas at Landfall. This is the southernmost lot
adjacent to the AIWW in Landfall, a development on Highway 74 in New Hanover
County. The size of the lot is approximately .5 acre, and averages 27' above mean
sea level. The lot is vegetated with typical high ground vegetation. This gives way
to coastal marsh spanning approximately 565' to open water.
The New Hanover County Land Use Plan classifies the area as Conservation. The
waters of Banks Channel are classified SA by the Division of Environmental
Management. The area is not designated as Primary Nursery by the Division of
Marine Fisheries, and is closed to the taking of shellfish. The bottom in this area is
sandy.
A single family residence is currently under construction on the site.
The applicant is proposing to construct a 6' wide pier across the marsh to open water.
The structure would begin on high ground (at the 100 year flood elevation), crossing
approximately 72' before encountering coastal marsh. The pier would then be
elevated over approximately 25 linear feet of Juncus roemerianus, and 540 linear feet
of Spartina alterniflora. The pier is proposed to extend another 18' into open water.
The request is for a 16' x 16' gazebo at the waterward end of the structure, with a
ramp connecting it to an 8' x 24' floating dock. There are to be four tie pilings
associated with the floating dock to allow for the mooring of two boats. The mooring
pilings will be placed a maximum of 14' from the floating dock in order to remain
15' from the adjacent corridors. The structure extends approximately 68' into open
water, and terminates 85' short of the AIWW, at the -1.5' mean low water contour.
In order to make this facility feasible for docking, the applicant proposes to dredge a
60' x 60' basin, with a 30' x 40' access channel to the AIWW. The bottom graduates
to -7' mean low water at the waterward end of the proposed dredging. The basin
would begin at the gazebo, and span 60' in both directions. The access channel
would continue for 40' toward the AIWW, and would be 30' in width. The proposed
depth is -6' mean low water.
The dredging is to be accomplished by dragline onto a barge. The spoil will be
transported by truck to a previously approved spoil site on Market Street. Spoil will
be contained on site by a constructed dike wall. The spoil site is approximately 2.4
acres in size.
The intended use of this project is to serve the adjacent single family residence. The
applicant is restricted by subdivision covenant from having structures such as this on
his lot. He is hoping that he will acquire this right after obtaining a State Permit.
Rolf Sass
Page 3
10. ANTICIPATED IMPACTS
The project as proposed meets the 1/3 rule, is 85' from the AIWW, totals less than
500 square feet in dock and deck space, and is 15' from each adjacent corridor. This
area has never been dredged, but is in close proximity to the AIWW, and is not a
Primary Nursery Area.
The project as proposed would shade approximately 150 square feet of Juncus
roemerianus, and 3240 square feet of SSpartina alterniflora. It would incorporate
approximately 556 square feet of open water. The pier would cross approximately
432 square feet of high ground, and the spoil would be placed on approximately 2.4
acres of high ground. Dredging would require the disturbance of 4800 square feet of
shallow bottom, and the removal of approximately 823 cubic yards of same.
Submitted by: T. Barrett Date: 4/6/93 Office: Wilmington
cvclvpuiciu AL;Uvjucs, inciuamg consauct3on, txcava-
tion. filling, paving, land clearing, and stormwater con-
, trot. 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- a- F 51q55
Address L /9 Lam,_0r):Z11 U(L.
City M&n?4 state- N
Zip yD Day phone .02-3301
_J.- -Landowner or Authorized agent
b. Pro.ect name (if any) /f
0MT *9 F3Sl N
e. If the applicant is not a landowrS o` b
owner's name and addfess: ' \"'J? k;
COASTAL MANAGEME tNT
2 LOCATION OF PROPOSED
PROJECT
S
If you plan to build a marina, also complete and
attach Form DCM-W-2.
b. Is therproposed activity maintenance of an
existing project, new work, or both?
?t-W ??orz,e
c. Will the project be for community. private, or
commercial use?
d. Describe the planned use of the projcct.
Si?r`c c "rni t7l P!LI d ,9 7C Pi4_:-rL
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
b. Size of individual lot(A)
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
d. Soil ttipc(s) and texture(s) of tract
8. treet add ss or secondary mad number
t/b d1*1 s fi L^vr-ftil Lra,Df; /I Da-. t. Vegetation ontract_Lk_,tj?, 6?Llrss
b. City, town, community, or landmark
?, lM??+arvnNC
c. County-N-t-A) HA Ye)V&?2 8
d. Is proposed work within city limits or planning
jurisdiction? &h e. Name of body of water nearest project
?S101A)
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). sin?LE fg-m ,-Y PieiV#ir pig fL ,0
HK r hVID 136ar 7?h_9PV
L Man-made features now on tract Sin (IG f/am?c /?o)r
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation msit onal
Developed .ommunity
Rural _ Other
h. How is the tract zoned by . _ a government?
PEf1,0en1VL
i. How are adjacent waters classified?
JA '
J. Has a professional archaeological survey been
carried out for the tract? Air if so, by whom?
1289 1
Complete this sectionif the project includes any land
development ND Z-,q vo ,D ??OPn n?T
a. Type and number of buildings; facilities, or
structumsproposed
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
t. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
cor:rol plan been-submitted to the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. Lis: the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
m. Watee, supply source
n. If the p ent, describe
the steps at willete3deiq?o " n established
public ach' ' essways or p ew access.
MAP_ 7 1993
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill ac!ivities (excluding bulkheads, which are,
covered in Section 7).
Access channel
(NEW) or 0ML)
Boat basin
h. If applicable, has a stormwater management plan
beer submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
wa:er treatment facilities.
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities;
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down")
Other (break- n
water, pier, ?E2
boat ramp, 6-Pzee,)
rock jem)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
/71 o' 3v' 6 ;?,cw
Go' Ga' 6 ?7L?
I6' A
In.
Amount of material to be excavated from below
water level in cubic yards t 0,9 3 ?-u • L? t
c. Type of material -f^07' /hit"'-ru/T L
d. Does the area to be excavato include marshland,
swamps, or other wetlands? ,Vb
e. High ground excavation, in cubic yards 111bAIC,
2 12189
L I)tmensions of spoil disposal area X D d
S. Location of spoil disposal area 91d'I MP`ka f fg',
l?r1r.,,hbm:, MG
IL. Do you claim title to the disposal aria? NO
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance?
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas? /VD
k. Will the fill material be placed below mean high
water? _ nrn
1. Amount offill in cubic yards
m. Type of fill material
n. Sourm of fill material
o. Will fill material be placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
Ll3r? -p '? y 1)12-A =LIAC oNrD ?rie,:, n Fr Lane)
-i,•?-
r. Wha, type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
s. WW wetlands be crossed in tmasporting equipment
to project site? Alr If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
A. Length of bulkhead or riprap
b. Average distance waterward of mean high water or
normal water level
e. Shoreline erosion during preceding I2 months, in
feet
d. Type of bulkhead material
e. Amount of fill, in cy toAx c
mean high water r", , -N: Z
13 ..._._" ' .
L ,=Type of fill material MAR a 1993
DIVISIUw
1. Y' !
8 ADDITIONALI`-Nv t
In addition to the completed application form, the follow-
ing 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 x 11 white paper. (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 20
prints or other larger plats are acceptable only if 19 high
quality copies are provided by applicant (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
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 addresses of the
adjacent waterfront (riparlan) 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
that opportunity.
12/89 3
,tul1G " ri,a
Address ` Iq Sdn,mra 2?ST 1?d,
lJdn,rbrn+. NG uyui
Naine L1J,?dr*i1 AoL)w4r-
Address Pa 13 W .5349
l,l, -1 n6-7r?- , jLX ,liyo 3
Name'
Address
A list of previous state or federal pet•mits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
?Sv
A check for $W 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
lid Met areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
rlent documenting compliance with the North Carolina
Environmental Policy Act (N. C.G.S. I I3A-1 to 10).
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 ap-
proved Coastal Management Program and will be con-
ducted 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 1911
X_
Landowner or Au orized agent
Li MAR W3
Ur,;: OF
COA`AL I41in^IAGFP11l4'
v
4 12189
y M' ° ???? 4 ?, "ER"s 0 , .
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arc44b? ' rfR A d A? v `_ /lam GALE C`
4?c4 F r...? HO E V ((/x/'41 f )
ROSE Do.
i? MAR = 1993
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ATLANTIC INTRA
?EI_P q
>t•' ?o /6
uJ
8
10
Ul)
0
u7
NOTE:
Elevation Eleven Is The 100 Year
Flood Boundary. EIP
fy)
(g)
WATERWAY
„w
67 50,
E I P
PER'
TE
18,424 S0. T.
,
Ig 84
w 43? 330'
15. DECK
? 3.8 61
NOTE: FINISH FLOOR OF 30
19-10, 4.3
4.4 65
LIVING AREA IS 30.64m.s.l. 22 8
o
FOUNDATION
a FRAM"
r 9.5
.10 It.
-
13.90' 7.II
J (j
GROUND ELE
AT
14
FOUNDATION 27
.
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Landfall Dr. 'I,, L=32.991 27.66'
PRIVATE 401 R/W R=55.001
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This property is is not
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'v Dept. of Housing & Urban Development.
DATE: December 8 1992 Ref: MB. 27 PG. 121 SCALE: 111=30'
SURVEY FOR:ROLF & . JANIS SASS
FIOBBS SURVEYING COMPANY
16
19
LANDFALL
DR.
28405
WILMINGTON,
N.C. 7225 Wrightsville Ave. Suite 103
NO. 10 LOT
VILLAS at LANDFALL
Wilmington, NC 28403
HARNETT TWSP.
NEW HANOVER CO., NORTH CAROLINA Office Phone : 256-0002
26LFsRss
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MAR 19 1993
DIVISION QF
L01-S7h.l MANAGIENI-E- l
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