HomeMy WebLinkAbout19950535 Ver 1_COMPLETE FILE_19950602State of North Carolina 'V F
Department of Environment, ffl?"
Health and Natural Resources A4 • •
Division of Coastal Management
James B. Hunt, Jr., Governor C) E H N R
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
May 23, 1995 ?? -- n
`...MEMORANDUM: It 1995 =='
TO: Mr. A. Preston Howard, P.E., Director r, A cs = tJ 7'
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review FILE Copy
Applicant: George Long, Jr. & R. E. Hoffman
Project Location: off SR1341 (Straits Pt. Rd.), adj to the Straits, in the community of Straits
Proposed Project: to maintenance excavate at existing access channel and boat basin; to excavate a new
basin area; and, to construct a bulkhead and dock with 8 boat slips
Please indicate below your agency's position or viewpoint on the proposed project and return this form by June
13, 1995. If you have any questions regarding the proposed project, please contact Charles Pigott at (919) 726-
7021. when appropriate, in-depth comments with supporting data is requested.
REPLY: X i 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 - I I DATE
P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier ! 11-12-09
Telephone 919-726-7021 FAX 919-247-3330
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consimer paper
.A
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
LAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKINS
DATE: June 7, 1995
a
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PROJECT DESCRIPTION: The applicant proposes to maintenance dredge an existing access channel
and enlarge an existing basin.
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 95335 COUNTY: Carteret
PROJECT NAME: George Long, Jr. and R.E. Hoffman
PROJECT TYPE: Boat Basin PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: May 25, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030504
*STREAM OR ADJACENT WATER BODY: The Straits
CLASS: SA STREAM INDEX #: 21-35-1-12
*OPEN OR CLOSED: Open
WL IMPACT: Yes WL TYPE: SM
WL REQUESTED: 0.02 WL ACR EST: Yes
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:
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: 1220 sq. ft. WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? No
95533.Jun
Page Two
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.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
A site visit was conducted on May 31, 1995. The eastern portion of the existing basin
appears to be flooded regularly through the adjacent salt marsh in addition to the entrance
channel. Because of this the existing basin is probably well flushed. Enlargement of the basin
as proposed should have minimal impacts on its flushing ability.
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-Charles O. Pigott
John Parker
f
DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: George Long Jr. & R.E. Hoffman
2. LOCATION OF PROJECT SITE: Carteret County off SR 1341 (Straits Point Road, adjacent to the
"The Straits" in the community of Straits
Photo Index - 1989: 154-7 M-12 1984: 37 1455 H-4
State Plane Coordinates - X: 2731600 Y: 363100
3. INVESTIGATION TYPE: Dredge & Fill & CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 24, 1995 & May 17, 1995
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received - April 24, 1995 revised, May 17, 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural/Conservation
(B) AEC(s) Involved: PT,EW,CW,ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - 2 septic tank systems
Planned - none
(F) Type of Structures: Existing - house, mobile home, storage building, boat ramp, & pier
Planned - pier, finger piers, mooring pilings, bulkhead
(G) Estimated Annual Rate of Erosion: 0' feet per year.
Source - observed
7. HABITAT DESCRIPTION: [AREA)
DREDGED FILLED OTHER
(A) Vegetated wetlands 775 ft.2 370 linear feet of
Coastal Wetlands (access channel) bulkheading with
no backfill
(B) Non-Vegetated Wetlands 6800 ft.2 1220 ft.2 3200 ft.2
shallow bottom (access channel) (bulkhead) (pier footprint)
(C) Other 30,000 ft.2
high ground (spoil disposal)
(D) Total Area Disturbed: 42,365 ft.2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate an existing access channel
and boat basin, to excavate a new basin area and to construct a bulkhead and dock which will
accommodate 8 boats.
t
FIELD INVESTIGATION REPORT:
George Long Jr. & R.E. Hoffman
Page 2
NARRATIVE DESCRIPTION: The applicants properties are located at the end of Straits
Point Road (SR1341) and adjacent to the Straits, in the community of Straits, Carteret
County. One tract is approx. 4.4 acres in swhile the other is approx. 3.6 acres. The
centerline of an existing man-made access channel and boat basin which provides boating
access to the Straits serves as a property line. The access channel and basin area was
excavated many years ago and have filled-in quite a bit over time with water depths now
ranging from -1 to -2' mean low water (MLW) deep. Two areas of coastal wetlands
consisting mainly of Spartina Altend fora (one measuring approx. 125' long x 5' wide and
the other approx. 50' long x 3' wide) have become established along and in the access
channel, making it navigable only during periods of high tide. Two perpendicular rock
jetties have also been placed in the Straits on both sides of the access channel. The jetty on
the east side extends out beyond the mean high water (MEW) line approx. 40' and the jetty
on the west side extends out approximately 110'. The natural shoreline along the Straits has
been stabilized with rock rip rap on the western lot with the shoreline of the eastern lot
consisting of a fairly wide border of coastal wetland vegetation. A concrete boat ramp is
also located on the west side of the boat basin. The applicants upland properties have been
developed with two residences and an existing pier provides the western property owner with
access to the Straits. The western property owner also has a shellfish lease in the Straits in
front of his residence.
The applicants proposal to excavate the access channel by means of a dragline leading in
from the Straits for a distance of approximately 340' long x 15-20' wide x -3.5' MLW deep.
The existing boat basin, which measuring approximately 210' long x 30' wide, would also be
excavated to a depth of a -3.5' MLW deep. A new boat basin, measuring approx. 100' long
x 30' wide, would be excavated into adjacent high ground to a depth of -3.5'MLW . Inside
of the basin, the applicants propose to construct an approx. 100' long x 6' wide dock with
three finger piers to accommodate eight boats. The spoils material generated from the
excavation is proposed to be trucked to an approx. 300' long x 100' wide disposal area
located in the applicants grassed yard. The applicants also proposes to bulkhead both sides
of the access channel and the boat basin (approximately 980 linear feet in total).
Approximately 370 linear feet of bulkhead located on the east side of the access channel
would be placed waterward of coastal and '404' wetlands but no backfill is proposed. The
remaining bulkhead will be positioned a maximum distance of 2' waterward of the MM
line. Waters at the project site are classified as SA and are open to the harvesting of
shellfish.
ANTICIPATED IMPACTS: The applicant proposes to excavate approx. 6,800 ft.2 of
shallow water habitat within an existing access channel to a depth of -3.5' MLW deep. The
proposed excavation of the access channel would also eliminate approximately 775 ft.2 of
coastal wetlands vegetated primarily with Spartina altern&ra. Approx. 6,300 ft.2 of
shallow water habitat within the existing boat basin would also be maintained to a depth of -
3.5' MLW deep. The new basin will cause approx. 3,000 ft.2 of high ground to be
FIELD INVESTIGATION REPORT:
George Long Jr. & R.E. Hoffman
Page 3
excavated to a depth of -3.5 MLW. The excavation activities would result in a approx. 1350
cu. yds. of sand and silt material being removed from below the MLW line and approx. 500
cu. yds. of sandy material being excavated from above the NEW line. All spoil materials
will be spread in the applicants yards. Approx. 980 linear feet of bulkheading would be
placed along both sides of the access channel and the boat basin. The bulkhead on the west
side of the access channel and boat basin would be positioned behind wetlands or an average
distance of 2' beyond the MHW line in those areas which are void of wetlands. It is
estimated that approx. 45 cubic yards of fill would be placed below the MHW line in
conjunction with the bulkhead placement. Approx. 370' of bulkhead on the east side of the
access channel will be placed waterward of coastal and '404' wetlands however no
backfilling of the structure is proposed. The bulkheading of this area could have some
negative impacts if the bulkhead restricts the flow of water reaching the wetlands. A dock
and finger piers are proposed to be located within the newly created boat basin. The dock
will be designed so that 8 boats could moor at the facility. The applicants have indicated that
the boat slips are proposed for their private use and no commercial activities or services are
planned at the project. Increased levels of turbidity can be expected during the construction
phase of this project and could have a negative impact on adjacent shellfish resources. These
impacts could be minimized if a silt screen was employed at the mouth of the access channel
during construction/excavation activities.
PREPARED BY: Charles O. Pigott
DATE: May 23, 1995
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
STRAITS
1. APPLICANT
c. Street address or secondary road number
a. Landowner: 305 STRAITS POINT RD
-
GEORGE LONG, JR
Name R. E. HOFFMAN d. Is proposed work within city limits or planning
jurisdiction? Yes_ No
Address 305 STRAITS POINT RD
e. Name of body of water nearest project (e.g. river,
City BEAUFORT State NC creek, sound, bay) STRATTS
Zip S 6 Day Phone _ 9) 9 ' 78 d' - S o?l?
3. DESCRIPTION AND PLANNED USE
Fax
OF PROPOSED PROJECT
b. Authorized Agent:
Name NSA a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address Maintenance excavation access
channel & basin.bul ead access
City State channel as n. ui pier tinge'.
piers s ips ig nign ground sil
Zip Day Phone b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
Fax
c. Will the project be for public, private or commercial
uses Private
c. Project name (if any) LONG-HOFFMAN
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOTE: Perndr will be issued in name of landowner(s), and/or project. If more space is needed, please attach
prO?"` °O1"`' additional pages. To tie up 4 boats
for each owner for private use
only not for rental or commercial
use
2. LOCATION OF PROPOSED
PROJECT
?? r~ 5
a. County CARTERET
i n APR 2 5 1995
Rniwd 03195 ? ........................?
Form DCM-M1P-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 8 acres +
b. Size of individual lot(s) 4+
c. Approximate elevation of tract above MHW or
NWL 4 feet
d. Soil type(s) and texture(s) of tract
sandy loam
e. Vegetation on tract native grasses
and f raac
f. Man-made features now on tract house, garage
mobile home, pier
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
x_ Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
not zoned
i. Is the proposed project consistent with the applicable
zoning? xx Yes No
(Attach zoning compliance eer4f+ctte, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom?.
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes xx No
.1. Are there wetlands on the site:Kx Yes No
Coastal (marsh) xx Other
If yes, has a delineation been conducted? no
(Attach docunanatation, (f available)
archaeological assessment been
Yes xx No
m. Describe existing wastewater treatment facilities.
2 seAtic svstems
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
n/a
o. Describe existing drinking water supply source.
2 individual wells
5. 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 tide
to the affected properties. 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, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by II" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 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 an
adequate number of 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
Reed 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Lewis Cutright
Address Beaufort, NC 28516
Phone 919-728-5469
Name Erma J. Hansen
Address 175 Jarvis Ln Beaufort-'NC ?8516
Phone 919-728-3563
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) if the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to 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 certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 19.?
r 'r
Print Name
Signature.,
bl"r or Autho Le Agent
Please indicate attachments pertaining to your proposed
project.
XX DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X2L DCM W-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
t2 '5 185
?r wi?.wti ? ?. • ti ?wNMMI
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average FiDal
Exiswtg Projcet
t ..nth Width DEDtL Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
b 7-70/05-"'/
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03195
35-0 ? rlrl
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1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1 560 CU YDS
b. Type of material to be excavated
SAND & MUD
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards 500
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal areAPPLICANTS YARD
b. Dimensions of disposal area300' L X 1 00' W
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? SAME AREA
f' r P M1 P `
i 71V
y:
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area. in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bkhead Riprap
b. Length
950'
c. Average distance waterward of MHW or NWL
2'
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
d. Maximum distance waterward of MHW or NWL
2' MHW
e. Shoreline erosion during preceding 12 months
of
(Source of information) SOURCE OBSERVED
f. Type of bulkhead or riprap material
SALT TREATED WOOD
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill 70 CU YD
h. Type of fill material
DRnDGE SPOIL MATERIAL
i. Source of fill material
EXCAVATION OF CHANNEL & BASIN
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
qt
a. How will excavated or fill material be kept on site
and erosion controlled?
SPREAD IN YARD & GRASSED & SEEDED
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAGLINE,BULLDOZER,BACKHOE
DUMP TRUCK
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
LONG-HOFFMAN
Applicant or Project ame
Signature
Date
Revised 03195
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys N/A
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor,
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 1
(3) Length 100,
(4) Width 6 1
(5) Finger Piers X Yes No
(i) Number 3
(ii) Length 3 2 •'
2'
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 8
(8) Proximity of structure to adjacent riparian
property lines 90
(9) Width of water body 15'
(10) Water depth at waterward end of pier at
MLW or NWL - 3.5' MLW
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groi n (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 950'
(2) Average distance from MHW, NWL or
wetlands MHW 2'
(3) Maximum distance beyond MHW, NWL or
wetlands MHW 2'
_ Private
etc.)
(4) Width of water body
(5) Distance ' buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community X Private
(2) Number 4
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
N/A
LONG-HOFFMAN
Applicant or!, IJ ame
Signature
?y
Date
rfiff
APR 2 5 199'5
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APPENDIX A
CAMA PERMIT FOR
GEORGE LONG,JR,
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
June 12, 1995
l
4 5W
-r-.
Regulatory Branch
Action ID No. 199503267
OVA, ??L
F,y '/'! Fo
Mr. John Dorney 'Pon"iF
Division of Environmental Management f?
North Carolina Department of
Environment, Health and
Natural Resources `c?h
4401 Reedy Creek Road 60
Raleigh, North Carolina 27607
Dear Mr. Dorney:
Enclosed is the application of Mr. George Long, Jr., and
Mr. R. E. Hoffman for Department of the Army (DA) authorization and a State
Water Quality Certification to maintain a channel and basin, excavate a basin,
construct and backf ill a bulkhead and construct dockage for eight (8) boats on
The Straits, Carteret County, North Carolina. Your receipt of this letter
verifies your acceptance of a valid request for certification by 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.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by August 14, 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 (910) 251-4636.
Sincerely,
e Wri h
4ie Regula ry 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
50 13 c;4 (0' J
DIVISION OF COASTAL MANAG ECtIVED
FIELD INVESTIGATION REPORT
!MY L `',? 1995
1. APPLICANT'S NAME: George Long Jr. & R.E. Hoffman REGIJ' "Tllc`' ^° :A.li''J
2, LOCATION OF PROJECT SITE: Carteret County off SR 1341 (Straits Point Road, adjacent to the
"The Straits" in the community of Straits 4
Photo Index - 1989: 154-7 M-12 1994: y; 37 3 1455 455 H-
State Plane Coordinates - X: 2731600
3 INVESTIGATION TYPE: Dredge & Fill & CAMA
Dates of Site Visit - April 24, 1995 & May 17, 1995
4, INVESTIGATIVE PROCEDURE: Was Applicant Present - yes
Application Received - April 24, 1995 revised, May 17, 1995
5 , PROCESSING PROCEDURE: _ Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
ation
Land Classification From UP Conserv
(B) AEc(s) Involved: PT, ,
(C) Water Dependent: Yes
(D) Intended Use: Private Z tank systems
(E) Wastewater Treatment: Existing - septic
planned - none & pier
Type of Structures: Existing - house, mobile home, storage building, boat ramp, planned - pier, finger piers, mooring pilings, bulkhead
(G) Estimated Annual Rate of Erosion: 0' feet per year
Source - observed
[
7OTHER
, HABITAT DESCRIPTION: DREDGE& 775 ft-2 370 linear feet of
(A) Vegetated Wetlands (access channel) bulkheading with
Coastal Wetlands no backfill
6800 ft.= 1220 ft.2 3200 ft.?
(B) Non-Vegetated Wetlands (access channel) (bulkhead) (pier footprint)
shallow bottom
30,000 ft.2
(C) Other (spoil disposal)
high ground
(D) Total Area Disturbed: 42,365 ft-2
(E) Primary Nursery Area: No
(F) Water Classification: SA fin: Yes
g, PROJECT SUMMARY: The applicant Proposes to maintenance excavate an existing access channel
boat basin, to excavate a new basin area and to construct a bulkhead and dock which will
and
accommodate 8 boats. ,
FIELD INVESTIGATION REPORT:
George Long Jr* & R.E. Hoffman
Page 2
DT= ION: The applicants properties are located at the end of Straits
Point Road (SR1341) and adjacent to the Straits, in the community of Straits, Carteret . 3.6 . The
County. One tract is approx. 4.4 acres in size whiled the
other baste awhich prov des boating
centerline of an existing man-made access channel an
access to the Straits serves as a property line. The access channel and basin area was
excavated many years ago and have filled-in quite a bit over time with water depths now
dee Two areas of coastal wetlands
ranging from -1 to -2' mean low water (MI-? P' 125' long x 5' wide and
consisting mainly of Spartina Alterniflora (one measuring approx.
the other approx. 50' long x 3' wide) have >? of highb tide??I'owo perpendi ular rock
channel, making it navigable only during peri
jetties have also been placed in the Straits on both sides of the access channel. The jetty on
the east side extends out beyond the mean high water (MHW) line approx. 40' and the jetty the on the west side extends out approximately 110'. The
natural with the hshorelme o f the eastern lot
been stabilized with rock rip rap on the western 1
consisting of a fairly wide border of coastal wetland d applicants upla d properties been
also located on the west side of the boat basin. pier provides the western property owner with
developed with two residences and an existino? ner also has a shellfish lease in the Straits in
access to the Straits. The western property
front of his residence.
The applicants proPow to excavate the access channel by means of a dragline leading in wide
deep from the Straits for a distance of approximately 'long 1011long ' x 30' wideswo ld also be
The existing boat basin, which measuring approximately 100' long
excavated to a depth of a -3.5' MLW deep. A new boat basin, measuring approx.
x 30' wide, would be excavated into adjacent high ground to a depth of -3.5'MLW . Inside of the basin, the applicants propose to construct an approx. 100' long x 6' wide dock with
The spoils material generated from the
three finger piers to accommodate eight boats.
excavation is proposed to be trucked to an approx. 300' long x 100' wide disposal area
located in the applicants grassed yard. The applicants also proposes to bulkhead both sides of the access channel and the boat basin (approximately 980 linear feet in total). Approximately 370 linear feet of bulkhead located on t east side o th access channel
laced waterward of coastal and 404 wetlands
would be p
remaining bulkhead will be positioned a maximum distance of 2' waterward of the MHW
line. Waters at the project site are classified as SA and are open to the harvesting of
shellfish.
MEACTS: The applicant proposes to excavate approx. 6,800 ft.2 of
shallow water habitat within an existing access channel toa depth of -3.5' ML u'mately deepft. of
proposed excavation of the access channel would also eliminate appro 6,300 ft.2 of
coastal wetlands vegetated primarily with Spartina alterniflora. Approx. depth of -
shallow water habitat within the existing boat basin would also be maintained to a 3.5' MLW deep. The new basin will cause approx. 3,000 ft.2 of high ground to be
FIELD INVESTIGATION REPORT:
George Long Jr. & R.E. Hoffman
Page 3 ld result in a excavated to a depth of -3.5 MLW. The excavation activities w uMLW and ppprox. 1500
cu. yds. of sand and silt material being removed from below the line rox.
spoil materials
cu. yds. of sandy material being excavated from above the MHW line. All be
will be spread in the applicants yards. Approx. 980 linear feet of bulkheading would
behind wetlands bulkhead on the west
placed along both sides of the access channel and the boat basin. The
side or an average
side of the access channel and boat basin would be positioned
which are void of wetlands. It is
distance of 2' beyond the MHW line in those areas
laced below the MHW line in
estimated that approx. 45 cubic yards of fill would be p
conjunction with the bulkhead placement. Approx. 370' of bulkhead on the east side of the
waterward of coastal and 1404' wetlands however no
access c
ccess channel will be placed ackfilling of the structure is proposed. The bulkheading of this area could have some
the wetlands. A dock ater
reaching negative impacts if the bulkhead restn?t d ?? ?e n wly created boat basin. The dock
and finger piers are proposed to be The applicants have indicated that
will be designed so that 8 boats thcould mr ew privateause and no commercial activities or services are
for the boat slips are proposed
planned at the project. Increased levels of turbidity can be expected during the construction
project and could have a negative impact on adjacent shellfish resources. These
phase of this if a silt screen was employed at the mouth of the access channel
impacts could be minimized
during construction/excavation activities.
PREPARED BY: Charles O. Pigott
DATE: May 23+ 1995
t Form;DCM-MP-1 R EC
APPLICATION
(To be completed by all applicants) KC11L,TORY ENK4
b. City, town, community or landmark
STRAITS
1. APPLICANT
c. Street address or secondary road number
305 STRAITS POINT RD
a. Landowner:
GEORGE LONG, JR
Name R. E. HOFFMAN
Address 305 STRAITS POINT RD
City BEAUFORT State NC
Zip Day Phone 9) 90/v
Fax
b. Authorized Agent:
Name N/A
Address
City State
Zip Day Phone
Fax
LONG-HOFFMAN
C, Project name (if any)
Non, Perrot %Q be issued in name oflw o er(s), ad/or
projed name.
2. LOCATION OF PROPOSED
d. Is proposed work within city limits or planning
jurisdiction? Yes _ V. No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) STRAITS
3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Maintenance excavation access
channel & basin.bu ea access
c anne assn. ui pier ing
piers s ips s
b. Is the proposed activity maintenance of an existing
project, new work, or both. Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. To tie up 4 boats
for each owner for private use
only not for rental or commercial
use
PROJECT
a. County CARTERET
APR 2 5 1W5
Reed 03/95 `
' Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
8 acres +
a. Size of entire tract
4+
b. Size of individual lot(s)
C. Approximate elevation of tract above NH or
NWL 4 feet
d. Soil type(s) and texture(s) of tract
sandy loam
native grasses
e. Vegetation on tract
house garage
tract -
f, mobile -made home, now on
pier
em 'u` pad
g. What is thelue (co-s-4 d ? Use
classification of the s
_ Conservation - Transitional
_ Developed - Community
xx - Rural - Other
h. How is the tract zoned by local government?
not zoned
i. Is the proposed project consistent with the applicable
zoning? xx yes - No
if u?t?)
(Anach ZO-i-8 compliance certificate, app
j. Has a professional archaeological assess en been
x No
done for the tract? _ Yes
if yes, by whom7
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes xx No
.1. Are there wetlands on the site?cx Yes No
Coastal (marsh) x_ x Other
If yes, has a delineation been conductep no
(Anoch dommnuation, (ravailable)
w
m. Describe existing wastewater treatment facilities.
2 septic systems
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
"
wastewater, industrial /commercial effluent, wash
down" and residential discharges.)
n/a
o. Describe existing drinking water supply source.
2 individual wells
5, 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 properties. 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, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer tc
Coastal Resources Commission Rule 77.0203 for i
detailed description.)
Please note that original drawings are preferred ani
only high quality copies will be accepted. Blue-lin
prints or other larger plats are acceptable only if a
adequate number of quality copies are provided b
applicant. (Contact the U.S. Army Corps C
Engineers regarding that agency's use of large
drawings.) A site or location map is a part of Pl
requirements and it must be sufficiently detailed I
guide agency personnel unfamiliar with the area to 0
Reed 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
an) landowners and
adjacent waterfront (riparian) that such ovmers
signed return receiPtsof the application and plats
have received a copy
by certified mail. Such l whichtor submitbcommen
that they have 30 days in
on the proposed project to the Divisions of Coastal
Management. Upon signing this form, the applicant
rovilica
further certifies that such notice has been provided.
Name Lewis Outright NC 28516
Beau ort,
Address
Phone -
Name Erma J. Hansen X8516
1rvis Ln
Address 75 Ja
Phone 919-728-3563
Name
Address
Phone
• A list of previous state or federal Permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
with the N.C.
• A statement of compliance G.S. 113A - 1 to
Environmental Policy Act (N.C. public
10) If the project involves the expenditure of funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNIISSION
TO ENTER ON LAND
1 understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ?wi the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North ndaroli be
approved Coastal Management program will
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
this
I further certify that the information the best of MY knowledge"
application is truthful to
/'- , 19
This is the :L'!day of `'
Print Natr Signatur
tkudlho rAgen
Please indicate attachments pertaining to your propose,
project.
XX DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign d he bottom of each fOrlm '
space provided at
l APR 2 f5 195;, `?I 1
Rerked 03195
Form I)CM4"-
EXCAVATION
AND FILL
(Except bridges and culverts)
to Joint Application for CAMA Major 1. F CAVATiON
Attach this form I Be sure to complete all
Permit, Form DCM-Mp-
lication that relate to this be excavated from below
other sections of the Joint App a. Amount of material to 1560 CU YDS
proposed project. MHW or NWL in cubic yards
of proposed excavation or
Describe below the purpose iven in feet. b. Type of material to be excavated
fill activities. All values to beg SAND & MUD
Average t? be excavated include coastal
Eids?6 project c. Does the area to submerged aquatic vegetation
Depth Dept wets (marsh), _ No
Ungth Width (SAVs) or other wetlands? -X- Yes
5_0
0 -----
Access S? ` S• 70 ??" d Highground excavation in cubic Yards _.
channel
(MLW) or (NWL)
Canal 2• DISPOSAL OF EXCAVATED
Boat IS S MATERIAL
bad in ofo s ?d ? d D 3 D 3' s a. Location of disposal ar?ppLICANTS YARD
//? 00'L X 100'1^1
Boat / b. Dimensions of disposal area3
ramp
Rock c. Do you claim title to disposal area?
groin r ?r I Y _
If no, attach a lamer granting permission from
•
owner.
Rock
breakwater nl '. be available for fug
d. Will a disposal area
Yes No
maintenance? X
If yes, where? SAME AREA
Other , rl
(Excluding /? ?''?
x}ioreline l P < <1'
rubilization) T .1 APR 2 5 ?93?
Rued 03195
Form CC-MY-2al area include any coastal wetlands If yes, (1) water
Amount of material to be placed in the
e. Does the disp
(marsh), SAVs or other wetlands?
(2) Dimensions of fill area
-------------------
_ No
Y es X
osal include any area in the `eater?
the
p (3) purpose of fill
Ye
f, Does
=_ No
b. Will fill material be placed in coastal wetlands
etlands?
(marsh), SAVs or other w
INE STABILIZATION X No
Yes
- -
3. SHOREL If yes,
(1) Dimensions Of fill area
a. Type of shoreline stabilization
X Bykhead _ Riprap purpose of fill
(2)
b. Length 9501
distance waterward of MHW or NWL
c. Average
2 ENEItAL
5. G
d, Maximum distance waterward of MHW or NWL How will excavated or fill material be kept on site
2
ion during preceding 12 months a
and erosion controlled?
SPREAD IN YARD & GRASSED & SEEDED
Shoreline eros
e. Shoe
0
(Source of information)
uipment will be used
e
i
material
Type of bulkhead or riprap
f q
on
b. What type of construct
dragline, backhoe, or hydraulic
example
.
SALT TREATED WO
placed below
rds to be ,
(for
dredge)?
DRAGLINE,BULLDOZER BACKHOE
Amount of fill in cubic ya
b DUMP TRUCK
water level
(1) Riprap N/ 70 C
ad backfill
kh
c. Will wetlands be cr:,ssed in traxnsportin No equipment
e
(2) Bul to project site. _ Yes
explain steps that will be taken to lessen
s
f
hT e of fill material
SPOIL MATERIAL
R ,
I
ye
environmental impacts.
EDGE
D
i. Source of fill material
EXCAVATION OF CHANNEL & BASIN
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabil L
a. W ill fill material be brought to site?
Yes No
LONG-HOFFMAN
Applicant or Project Vane
signature
Date
Revised 03195
Form DCM-NW-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
1, Be sure to complete all
Permit, Form DCM-MP-
other sections of the Joint Application which relate to
this proposed project.
Dock(s) and/or Pier(s) X Private
(1) _ Commercial -Community
(2) Number 100'
(3) Length
(4) Width 6 No
(5) Finger Piers _2L_ Yes -
(i) Number 3
(») Length 32,'
2
(iii) Width
(6) Platform(s) -Yes L-- No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed riparian
(8) Proximity of structure to adjacent property lines
(g) Width of water body 1 5 pier at
(10) Water depth at waterward end of p
MLW or NWL , - 3.5' MLW
b. Boathouse (including covered lifts) N / A
(l) Commercial Private
(2) Length
(3) Width
,. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
akwater (e.g. wood, sheetpile, etc.)
B
d.
re
(1)
(2) Length 9 50 ? NWL or
Average distance from MHW,
3 wetlands y?, 1dWL or
HWbeyond MH
Maximum dis
(
) M
wetlands
e. Mooring buoys N/A
(1) Commercial _Corrununity ._ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body be placed beyond
(5) Distance • buoy(s)
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial __,Community X Private
(2) Number 4
/ A
(3) Length
(4) Width N /A
Qther (Give co"fleu description)
g' NIA
LONG-HOFFMAN
Applicant or
signature
Date
1 r ?1r `
O
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133
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i 100'
REPLOT•
PROPO%6P BVLKHEAD TOP; 4,5I
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P. a . I YMAK117Y MAP 04-T. G.) I
Al 0 T'E'S :
MAINTENANCE EXCA.VA710A4 II0-7 O CU. YDS.
NEW EXCAVArioN = 89o CU. %IbS.
BULK•uEA.D = q5o Litj. FT.
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IrI / MooXINU ;PILES PORS
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EX. I I?OU k_. .
APPENDIX A
CAMA PERMIT FOR ,
\, e
GEORGE LONG,JR.
:
cF It
?st12o.ITs TW?P CAerERET CO. N-4. C. ^-t"R; 31`.
/VoVr M136p- 1 J I M q4 NOT TO 'JG.O'.L-E Ie• ?t°'•u,??•J ('?h\II?Gao \?
??'I.1111.11.11
ux ?A-ROCL! 14 H' _
Si3RVEYED $Y
POWf LL SOAVEYOG coMpAnY
P-0. SOX 6l6 BEgUFORT H.C. 28516
e-,- -rn QQe,- %
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P. C. SON rot6 S?P,UFnF?T ly.G. 28516
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment, Health and Natural Resources hereby gives public
notice as required by NCGS 113A-119(b) that application for a development permit in an
Area of Environmental Concern as designated under the CAMA was received on May 17,
1995.
According to said application, George Long, Jr. and R. E. Hoffman are proposing to
maintenance excavate an existing access channel and boat basin, to excavate a new basin, and
to construct a bulkhead and dock which will accommodate 8 boats adjacent to the Straits, off
SR1341 (Straits Point Road), in the community of Straits, Carteret County.
A copy of the entire application may be examined or copied at the office of Charles
Pigott, Division of Coastal Management, located in the Division of Marine Fisheries
Building, Morehead City, N.C., (919) 726-7021 during normal business hours.
Comments mailed to Roger N. Schecter, Director, Division of Coastal Management,
P. O. Box 27687, Raleigh, N. C., 27611, prior to June 23, 1995, will be considered in
making the permit decision. Later comments will be accepted and considered up to the time
of permit decision. Project modification may occur based on review and comment by the
public and state and federal agencies. Notice of the permit decision in this matter will be
provided upon written request.
PUBLISHED ON: Friday, June 2, 1995
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: George Long Jr. & R.E. Hoffman
2. LOCATION OF PROJECT SITE: Carteret County off SR 1341 (Straits Point Road, adjacent to the
"The Straits" in the community of Straits
Photo Index - 1989: 154-7 M-12 1984: 37 1455 H-4
State Plane Coordinates - X: 2731600 Y: 363100
3. INVESTIGATION TYPE: Dredge & Fill & CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 24, 1995 & May 17, 1995
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received - April 24, 1995 revised, May 17, 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural/Conservation
(B) AEC(s) Involved: PT,EW,CW,ES "
P?/iY 3
(C) Water Dependent: Yes 11995
(D) Intended Use: Private"
(E) Wastewater Treatment: Existing - 2 septic tank systems x !-
Planned - none
(F) Type of Structures: Existing - house, mobile home, storage building, boat ramp, & pier
Planned - pier, finger piers, mooring pilings, bulkhead
(G) Estimated Annual Rate of Erosion: 0' feet per year
Source - observed
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 775 ft.2 370 linear feet of
Coastal Wetlands (access channel) bulkheading with
no backfill
(B) Non-Vegetated Wetlands 6800 ft.2 1220 ft.2 3200 ft.2
shallow bottom (access channel) (bulkhead) (pier footprint)
(C) Other 301000 ft.2
high ground (spoil disposal)
(D) Total Area Disturbed: 42,365 ft.2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate an existing access channel
and boat basin, to excavate a new basin area and to construct a bulkhead and dock which will
accommodate 8 boats.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 8 acres +
b. Size of individual lot(s) 4+
Approximate elevation of tract above MHW or
NWL 4 feet
d. Soil type(s) and texture(s) of tract
sandy loam
e.
Vegetation on tract native grasses
f. Man-made features now on tract house, garage
mobile home, pier
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
xx Rural Other
h. How is the tract zoned by local government?
not zoned
i. Is the proposed project consistent with the applicable
zoning? xx Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes xx No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes xx No
Are there wetlands on the site?xx Yes No
Coastal (marsh) xx Other
If yes, has a delineation been conducted? no
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
2 septic svstems
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
n/a
o. Describe existing drinking water supply source.
2 individual wells
5. 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 properties. 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, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 7J.020' 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 an
adequate number of 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
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Lewis Cutright
Address Beaufort, NC 28516
Phone Al q-7?R-sd6a
Name Erma J. Hansen
Address 175 Jarvis Ln Beaufort--,N('8516
Phone 919-728-3563
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to 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 certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the : day of, 19.4
project.
Print Name
---
ttindo r or Autho ze Agen1
S ignaturPlease indicate attachments pertaining to your proposed
XX DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
XX_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
AP R25145
?ILIL??iL:?CTCT
Revised 03/95
Form DC1CI-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
b7-20/054",
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95
350, iS•av
a3o' 30' ?, s ' - 3 S'
?vo 3C _ 3. S'
jMH?
?y4 'Syri1} •
pp
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 15 6 0 CU YDS
b. Type of material to be excavated
SAND & MUD
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards 500
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal areaAPPLICANTS YARD
b. Dimensions of disposal area3 0 0' L X 10 0' W
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? SAME AREA
i
r`+ 1b ! ?' i
I?
APR 2
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 9 5 0 '
c. Average distance waterward of MHW or NWL
2'
d. Maximum distance waterward of MHW or NWL
2' MHW
e. Shoreline erosion during preceding 12 months
of
(Source of information) SOURCE OBSERVED
f. Type of bulkhead or riprap material
SALT TREATED WOOD
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill 70 CU YD
h. Type of fill material
DREDGE SPOIL MATERIAL
i
Source of fill material
EXCAVATION OF CHANNEL & BASIN
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
SPREAD IN YARD & GRASSED & SEEDED
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAGLINE,BULLDOZER,BACKHOE
DUMP TRUCK
c. Will wetlands be cr: ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
LONG-HOFFMAN
Applicant or Project awe
Signature
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 1
(3) Length 100,
(4) Width 61
(5) Finger Piers X Yes No
(i) Number 3
(ii) Length 32
(iii) Width 2 1
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 8
(8) Proximity of structure to adjacent riparian
property lines 90
(9) Width of water body 15'
(10) Water depth at waterward end of pier at
MLW or NWL 3.5' MLW
b. Boath ouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g, wood, sheetpile, etc.)
(1) Length 950'
(2) Average distance from MHW, NWL or
wetlands MHW 2'
(3) Maximum distance beyond MHW, NWL or
wetlands MHW 2'
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community X Private
(2) Number 4
(3) - Length N/A
(4) Width N/A
g. Other (Give complete description)
N/A
LONG-HOFFMAN
Applicant or Proje?c ame
Signature
Date
Width of water body _
Distance ' buoy(s) to
shoreline
APR f, 5
r
600000"" oodw a r...rr.?uwW?+11
Revised 03/95
n1 oTES :
M4IAITEN4.AJcE EXCA.\/,4T10nl = I1 o-7o CU. YDS.
NEW EkCAVA iom = B9o CU• yDS.
BULK•NEAD = 950 LI&J. F"r
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APPENDIX A
CAMA PERMIT FOR ''"?1111R
GEORGE LONG
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