19960763 Ver 1_COMPLETE FILE_19961203

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, J r., Gove mor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality. Certification
Mr. Joseph Martone
P.O. Box 1152
Kill Devil Hills, NC 27948
Dear Mr. Martone:
A ??
EDOEHNR
August 20, 1996
Dare County
DWQ Project # 960763
You have our approval to place fill material and dredge in 0.50 acres of waters for the purpose of
constructing a breakwater and bulkhead and performing maintenance dredging at your lot at the south end of
SR 1213, as you described in your application dated 31 July 1996. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
n How r. P.E. '
-Attachment -. --? -?
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Feld Office
Washington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
960763.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/100/9 post consumer paper
DEHNR Fax:[phone] Aug 1 '96 11:11 P.06/11
To: John Dorney
Planning Branch
! Cou /a/ No ), le,
z
Dmsim OF mVISONmm MANAG9NXNT
LAMA/COR PERMIT APPLICATION REVnW
WaRO PROJECT # Fl ?? - -0WQ SUPERVISOR: Tj REVIEWER: SAWYER DATE:
WETLMID INFORMATXON FOR CENTRAL OFFIGB TRACKING
PKDUT YR: 9 PE IOT NO COMM: 10eL'_.d0
PROJV,C'T NAME: _` ?'
PROJECT TX V. ERMIT TYPE: ?COE
COE ` DOT #: Z 3 /
RGD PROM GDAs DCH DATE PROM CDA:
REG OFFICE: WaRO RIM AND BASIN
STREAM OR JACENT WATER BODY, CLASS STREAM nmEX #z OPEN OR CLO ?-
WL DeACT• .? WL TYPE!
WL REQUEST :.y O?- WL ACR EST:
HYDRO CNECT?: WL SCARE:
MITIGATION: HITIGATION TYPE:
MITIGATION SIZE: RATPE- SDI -ATTACHED?
RECANTATION: TSS ISSUE/CONDID? ' DENY HOLD
STORMWATER PLAN REQ'D: 1Y YES, DATE APPROM:?t
PROJECT DESCRIPTION;
®..,,_,
WATK ?ALi A ? t+r+[t1 . Y40 1 ? a o ? /? ' ?} i1
CERT. REQ' D: ,,,,? •`?6 ?' `? "?`a?"`''`• `?'"
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL JR SED:
(&?STZN6,a PROPOSED,PTIC `TANK?ETG. )
TO BE PERMITTED BY:---
(DEM, DHS CQ
IF BY DEM, IS SITE AVAILABLE AND PERMIT TSSUANCE PROBABLE:
WATER NETI7.AND-F Z.-
AREA OF FILL: WATER: 1'2 f'o WETLAND: S 6-76'
IS FILL ELIMINATING A SIGNIFICANT USE.
DREDGING -?.
AREA TO BE DREDGED:
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
15 SPOIL DISF05AL ADEQUATELY ADDRESSED?
KARIXA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SF.ELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; C)E Washinuton office
DEHNR Fax:[phone] Aug 1 '96 11:11 P.07i11
pRECOMMMjM COIWTTIONS OR P MIT MSTRICTIONS: j'
'7V" at
Q
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46
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DEHNR Fax:[phone] Aug 1 '96 11:12 P.08/11
PMOIUNDUN
DIVISION OF ENVTRONMENTAL MANAGEMENT
To., Bill Moore, Environmental Engineer
Water Quality Section, WaRO
From: Deborah Sawyer, Environmental. Technician
Water Quality Section, WaRO
Date:
Subject: Request for Stormwater Review of section 401 Applications
PROJECT NAME?q
• ,??..? ? 1P
PRO.TF,c`_T NTTMRER
DATE RECEIVED: ?? -
DATE FINAL COMMENT:
NOTE: See attached description of project
COMMENTS:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
Regulatory Branch
Action ID No. 199604906
August 7, 1996
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
RECEIVED
En Aug 1 91996
l ROry?N?A? ??ENCES
Enclosed is the application of Joseph C. Martone for Department of the
Army (DA) authorization and a State Water Quality Certification to undertake
maintenance excavation activities within an existing access channel, canal,
and boat basin, and construct a breakwater and a bulkhead, on property located
off State Road 1213, adjacent Kitty Hawk Bay, in Kitty Hawk, Dare County,
North Carolina. Your receipt of this letter verifies your acceptance of a
valid request for certification in accordance with Section 325.2(b)(ii) of
our administrative regulations.
We are considering authorizing the proposed activity pursuant to
Section 404 of the Clean Water Act, and we have determined that a water
quality certification is required under the provisions of Section 401 of
the same law. A Department of the Army permit will not be granted until
the certification has been obtained or waived.
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 October 4, 1996, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Regulatory Field office, telephone [phone], extension 23
Sincerely,
Raleigh and, P.W.S.
Regulatory Project Manager
Enclosure
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
3. INVESTIGATION TYPE: CAMA/D&F 9 6 0 7 6 3
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/09/96 07/23/96
Was Applicant Present - Represented No
5. PROCESSING PROCEDURE: Application Received - July 25, 1996
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kitty Hawk
Land Classification From LUP - Conservation, Developed
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - On-site septic
Planned - N/A
(F) Type of Structures: Existing - Residence, boathouse, shed, bridge, bulkhead
Planned - New bulkhead and breakwater
(G) Estimated Annual Rate of Erosion: 2'
Source - Aerial photography
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
OTHER
(A) Non-Coastal Wetlands 50 sq. ft.
(B) Shallow Water Habitat 19,960 sq.ft. 1,780 sq. ft.
(C) Upland Spoil Site 10,170 sq. ft.
(D) Total Area Disturbed: 31,960 square feet (0.73 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: Applicant proposes to construct 710' of wooden breakwater, construct 890'
of wooden bulkhead, and perform maintenance dredging within a 40' x 156' access channel, a 40' x
298' canal and a 60' x 25' boat basin to a final depth of 3.5' below NWL.
SR -121 i aw
1989: 146;, 16 1/J/K=6iE ?6 36 183 I11?11 .15 1 ?
'055411U?-A - '' s c.LrtF ..
', m ?. Y: 855900
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owns a
SR 1213 (Elijah Baum Road) in Kitty Hawk, Dare County adjacent Kitty Hawk Bay. The
parcel is about 325' deep and extends approximately 1,000' along the shoreline of Kitty
Hawk Bay. A 40' x 300' bulkheaded canal with water depths ranging 2'-3' divides the
property. At the landward end of the canal there are two boathouses with dimensions of 40'
x 40' and 22' x 28'. A wooden 10' wide vehicular bridge located 8' north of the larger
boathouse provides access to the western side of the 7.8 acre parcel. Just landward of the
bridge the bulkheaded canal angles 90° to the west and deadends approximately 500' from
the boathouse. A second unbulkheaded canal approximately 15' wide connects into the basin
portion of the canal and dead ends approximately 440' to the west of the basin. A 7' wide
pedestrian bridge provides access to areas lying north and south of this smaller canal.
East of the 40' wide bulkheaded canal is an area of uplands 3'-5' above mean sea
level. Within this highground area sits the applicant's residence, workshop, and garage
surrounded by a yard area with several live oaks. A 225' long wooden bulkhead paralleling
the shoreline of the bay protects this upland area from erosion. Also located in this eastern
portion is a 12' x 12' dock which abuts the bulkhead at the waterward end of the canal.
West of the 40' wide access channel there is an area about 380' deep which runs
approximately 700' along the shoreline of Kitty Hawk Bay. There is no shoreline protection
along this larger area with the exception of 80' of wooden bulkhead located just west of the
access channel. This 80' long section of bulkhead is waterward of an old spoil area 70' x
90' wide, approximately 300' deep and ranging in elevation from 2' - 5' above mean sea
level. During a site inspection on July 9, 1996, it was noted that this area, which is
currently used as a horse pasture, had been filled with approximately 14" of spoil material.
There is a 10'-20' wide fringe of non-coastal wetlands located just to the west of the relic
spoil area. Lying west of this fringe is an extensive area of irregularly flooded coastal
wetlands measuring approximately 600' along the shoreline and about 200' in depth. These
coastal wetlands extend to the normal water level and are vegetated predominantly with salt
reed grass (Spanina cynosuroides). A 35' wide canal lying about 700' to the west of the 40'
wide bulkheaded canal also floods this expanse of coastal wetlands and forms the western
boundary of the 7.8 acre parcel.
Previous permits for this site include the following:
1) CAMA Major Permit #111-82 issued on 9/14/82 authorized maintenance
dredging of the boat basin and access canal to a depth of 4' below MLW,
placement of spoil material on relic spoil ridges and a roadway, and the filling of
a 60' x 15' area eroded by a 1982 storm.
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3) CAMA Minor Permit #96-04 issued on 6/14/96 authorized the placement of
material on an existing soil road.
The waters of Kitty Hawk Bay are classified SC by the NC Division of Environmental
Management and are closed to shellfishing. Water depths in the vicinity of this project (up
to 156' offshore) range 2' to 3.5'. A solid stand of submerged aquatic vegetation covers the
floor of the channel to be dredged. This vegetation consists of heavy concentrations of
milfoil (Myriophyllum spicatum) with eelgrass (Zostera marina) and widgeon grass (Ruppia
maritima) scattered along the numerous patches of milfoil.
Proposed Development
The applicant proposes to maintenance dredge a 60' x 25' boat basin, 40' x 298' canal,
and 40' x 156' access channel with average existing depth of 2.5' below NWL to a final
depth of 3.5'. Connecting depth at the waterward end of the access channel is 3.5'. Spoils
totalling 728 cubic yards are to be deposited within two oval shaped upland spoil areas with a
combined square footage of 10,170 sq. ft. and a total capacity of 1,130 cubic yards.
Also proposed are 8 segments of breakwater with a total length of 710' designed to
protect the extensive coastal wetlands located on the west side of the property. The distance
waterward of NWL will range from 4' to 32'. The breakwater height is proposed at l'
above NWL with half-inch gaps provided every 6 inches. The breakwater segments will
overlap but a 5' wide space is proposed between segments. The breakwater is proposed
within waters approximately 2'-2.5' deep.
Also proposed are new and replacement wooden bulkheads around the 40' wide access
canal and associated canals totalling 890 linear feet. The bulkheading is proposed a
maximum distance of 7' waterward of NWL and an average distance of 2' waterward of
NWL.
Anticipated Impacts
Breakwaters - The installation of 710' of breakwater will cause some localized
turbidity.
feet of bulkhead will eliminate 1 t?180 s uaie
cult irr'thy`illitig'_
-ger
Dredging - The maintenance dredging project will result in the disturbance of 19,960
square feet of shallow water habitat. Two upland sites totalling 10,170 square feet will
be filled.
No archeological/historical significance has been associated with this site. No unique
remnant species or geological formations are known to exist within the project area.
Submitted by: M. Edward Harrell
Date: July 26, 1996
a?:1:Q s Ofr;,;:, a?.?.r-ry'yt»:s??/?'.i*\?,'i?1?E.R'?fl?llrPMIOY?F!a?M6?A"eOaM.t?9k?m
a. Landowner:
Name JOSEPH C. MARTONE
Address P.O. BOX 1152
c. Street address or secondary road number
END OF FT T TAIL BAUM RD.
d. Is proposed work within city limits or planning
jurisdiction? X_ Yes No
e. Name of body of water nearest project (e.g. river,
City K • D. H. State N • C • creek, sound, bay) KITTY HAWK BAY
Zip 27948 Day Phone [phone]
Fax
b. Authorized Agent:
Name ENVIRONMENTAL PROFESSIONALS INC.
Address P.O. BOX 3368
City K.D.H. State N.C.
Zip 27948 Day Phone [phone]
Fax (91Q)441-079.1
c. Project name (if any JOSEPH C. MARTONE
NOTE. Permit will be issued in nante of landowner(s), and/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
a. County DARE
3. DESCRIPTION AND PLANNED USE
Or PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
CONSTRUCTION OF A 710' BREAKWATER 10 PROTECT
SHORELINE, REPLACE BULKHEAD, MAINTENANCE
DREDGING
b. Is the proposed activity maintenance of an existing
project, new work, or both? BOTH
c. Will die 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. PROTECT IS TO PROTFCT MARSH
AREA FROM EROSION DUE TO WAVE ACTION. CONSTRUCZ
OF BREAKWATER ACHIEVED AS SHOWN ON PLAT4x6"
whaler,2x6" sheeting spaced 1/2", 6x6" piling
no greater than 100' lengths w/51 freewater
space between spans. REPLACE BULKHEAD IN GRAM
& Mnrnrr?nrnNrt DREDCr CHANNEL Tn 'A.5'
Revised 03195
Aeted by-,A-- r
- .? ;,
.
_ _ _. .. ?...?....-tm. ... a .. .. i ..., .. -_.. .....-.....
in. Dcscrive existing. caste?vatec_treatmen facilities.
_ ...:....:..x.:..rcz.?aw?u.amr???e ?esw ?s rwra.rauai v,
r n. Desgctbe loctio r e -,111111
09
t
a. tze o the state.br
wastewater, industrial/commercial effluent, "wash
b. Size of individual lot(s) N/A down" and residential discharges.) SURFACE
R UNO VV
c. Approximate elevation of tract above MI-1W or
NWL 3-6'
. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
d WET J
MUCKY PEAT .1011ST Py 1T1C'UGRUJNTI (RTNR SANDY LOAM)
e. Vegetation on tract SPARTINA CYNOaATTRDIDES,
PANIC N spp, LIVE OAKS, LAWNGRASS
f. Man-made features now on tractSHED, BOATHOUSE,
FOOT RRIDGE_ RTTTKHFAD, RIP-RAP
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
_ x Developed Community
Rural Other
h. How is the tract zoned by local government?
„"' .?r?reTTV ?1TT 11 ,AGE RESIDENTIAL
i. Is the proposed project consistent with the applicable
zoning? _X - Yes No
(Allaeh Zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _ x No
1. Are there wetlands on die site? X Yes No
Coastal (marsh) X_ Other
If yes, has a delineation been conducted? NO
(Attach documentation, if available)
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.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
Rrvicrd 03/95

MAW"
cent 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
Address
Phone
Name
Address
Phone
Mr. David Stick
P.O. Box 180, KH, NC 27949
261-2460
Mrs. Kathleen D. Hilliard
P.O. Box 1083, KH1 NC 27949
-261-2930
Name Mr. Charles H. Aguirre
Address P.O. Box 205, KH, NC 27949
Phone 261-260
6: rERTMCIAMN* NDIPERM SSI
u,?d s?tand Jh t
applica'tiari_1001 d -
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.
1 further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 20 day of Jul-, 1996 .
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, Print Name Joseph C. Martone
permittee, and issuing dates.
Signature
CRC Ma for Dev in AEC Excavation or Filling Landowner or Authorized Agent
CAMA Major 41111-82, GPA 015070
9/14/82 General Permit No SAWCO 80-N-nn0-000291
9/27/82, CAMA Minor Permit 4496-04 Please indicate attachments pertaining to your proposed
• A check for $250 made payable to the Department of r 'ect
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.
p o?
x DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X 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.
Revised 03/95
-?S??ru w r?.?. ?T . ?svs??rt:?t, wric?rr?,^at>?v???:±?re: r+ar
Ill Jill
n?^. ZR
_..
(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 rect.
Average Final
Existing; Project
I.Pnnth Width DevIll Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilizAtion)
156' 40' 2.5' 3.5'
298' 40' 2.5' 3.5'
60' 25' 2.5' 3.5'

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 79A 2
b. Type of material to be excavated SAND/gTLT
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 N/A
2. DISPOSAL Or EXCAVATED
MATERIAL
a. Location of disposal area ADJACENT TO CHANNEL
TO BE MAINTAINED
b. Dimensions of disposal areal- 5085 sq. ft. areas
w T T1 A CAPAC'TTY OF 5811 ru _mis _
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
maintenance? X Yes No
If yes, where? Same Location
for future
Revised 03/95
mars s roul
es o

3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
x Bulkhead Riprap
b. Length 890
c. Average distance waterward of MI-1W or NWL
2.01
d. Maximum distance waterward of MHW or NWL
7.0'
e. Shoreline erosion during preceding 12 months
4 1-10 ?eS, z4 F:TT'?Z:} .t;.Z 1?'1.'c+.4 rC rti t ''r.s ;ra7c.?..;,
"..
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If Yes,
(1) Dimensions of fill area xr1 e
(2) Purpose of fill NIA
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? 2 BERMED SPOIL DISPOSAL
AREAS WILL CONTAIN ALL DREDGED MATERIAL
(Source of information) FTEI n RS
f. Type of bulkhead or.rprap material PRESSURE
TREATED WOOD
g. Amount of fill in cubic yards to be placed below
water, level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
li. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAG TNE, RACKHOF,. HYDRATTUr nRF.nr.F.
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
JOSEPH C.
Appli • t or Project Name
Signature
/9(,
DaN
Revised 03/95
Form DCM-MP4

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2

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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 _ Private
/
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s) N/A N/A
AI -Community - Private
Comm
(1)
N?
_
(2) Number N/A
(3) Length N/A (4) Width of water body
(4) Width N/A (5) Distance buo0 to be placed beyond
(5) Finger Piers Yes X No shoreline
(i) Number N/A
(ii) Length N/A f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width N/A (1) Community _ Private
- Commercial
(6) Platform(s) Yes X No (2) A
Number
N/A
(i) Number N/A (3) Length
-
(ii) Length N/A (4) Width
/A
(iii) Width N/A
(7) Number of slips proposed NIA g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian N/A
property lines N/A
(9) Width of water body N/A
(10) Water depth at waterward end of pier at
MLW or NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N./A
(2) Length(s) N/A
Joseph C Martone
Applicant Project Name
Signature
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Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 710'
(2) Average distance from MHW, NWL or
wetlands 15'
(3) Maximum distance beyond MHW, NWL or
wetlands 26'
r .?:.a.1k+i.Shcoiy??Jh)4 YF+E?11t.. _ p?'+?" .r. ::d».,-r= Ny'ur?kMAWar .,.ef. m^', ,W+-fr'RhAu* ., .'.....a. r .96t?Glvnr"..twM*Y.?,.