19970299 Ver 1_COMPLETE FILE_20150225

Permit Class
RENEWAL
TRANSFER
MAINTENANCE -5
�'cA -� c) 9-'_C� C1
STATE OF NORTH CAR®LINA
Department of Environment and Natural Resources
and
Permit Number
109-84
Coastal Resources Commission
r'n
for if MAR ( 6�� a
X Major Development in an Area of Environ ne al Concem
g CiENR
pursuant to NCGS 113A-118 401 & W;
X Excavation and/or filling pursuant to NCGS 113-229
Issued to JOB Holdings, LLC, 1107 Bennett Road, Arapahoe, NC 28510
Authorizing development in Pamlico County at the Neuse River, Alligator
Gut , as requested in the permittee's letter dated 11/10/14
This permit, issued on February 25, 2015 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) This Transfer/Renewal shall be attached to copies of the following attached permit documents, which includes all application
forms and workplan drawings:
a. Permit 109-84, issued to Keith A. Wolfenbarger, on 6/18/84
b. The minor modifications issued on 4/12/85, 422/88, and 5/20/88
c. The Major Modification issued on 8/13/07
2) All conditions and stipulations of the active permit remain in force under this renewal.
Maintenance Clause
3) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any maintenance work
authorized by this permit and that notification include:
A. The number of the original permit
B. A statement that no dimensional changes are proposed
C. A copy of the original permit plan(s) with cross -hatching indicating the area to be maintained and the area to be
used for dredge spoil, and the estimated amount of material to be removed.
D. The date of plan revision and the permittee's signature shown anew on the original plan
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) ' days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2019
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
...�<'Braxton C. Davis, Director
,/Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Keith and Ms. Judy Wolfenbarger
P.O. Box 128
Arapahoe, NC 28510
Dear Mr. and Ms. Wolfenbarger.
4" 3W
f
ID EE PA F1

May 7, 1997
Pamlico County
WQC 401 Project #970299
You have our approval, in accordance with the attached conditions, to place fill material in 15,392 square
feet of waters for the purpose of constructing two rock jetties at Minnesott Beach Yacht Basin, as you
described in your application dated 1 April 1997. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Number 3112.
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. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H.0506 (h) (6) and (7). 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 including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
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. 276 1 1-7447. 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,
Z.
Pr ston Howar , Jr. P.E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
970299.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper
DEHNR Fax:[phone] Apr 25 '97 15:18 P.04/09
To: Johii?"Dariey
Planning'. Branch
DMSION OF. MgXON WITAL MANAG E
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GXYDEN'IN BASIN: CLOSURE of SHELLFISHING WATERS:
CSC: WaRO; Central Files; DCM Field Offices; ME Washington Office
%
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
??????
1. APPLICANT'S NAME: Minnesott Beach Yacht Basin, Inc.
2. LOCATION OF PROJECT SITE: Pamlico County, at the end Neuse River Drive;; ?5ff SR 1121, in
Minnesott Beach, adjacent the Neuse River and Alligator Gut
Photo Index - 1995: 74-816 (indexed by I-4,5; H,I-6,7) 1989: 3 123 9 (indexed by
G-11,12,13,14; F-13,14)
State Plane Coordinates - X: 2,652,850 Y: 451,100 Cherry Point Quad "UL"
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Oct. 22, 1996 ?Jc)'49
Was Applicant Present - Yes 91 6
5. PROCESSING PROCEDURE: Application Received - February 20, 1997
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Minnesott Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic system
Planned - None
(F) Type of Structures: Existing - Private residence, wood jetty, rock jetty and upland marina
with amenities
Planned - 2 rock jetties, rock rip rap revetment
(G) Estimated Annual Rate of Erosion: 10'-15' (accelerated by recent hurricanes)
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Public Trust/Estuarine Waters 15,392 fe
(C) Other
Estuarine Shoreline (high ground) 14,945 ft2
(D) Total Area Disturbed: 30,337 fO
(E) Primary Nursery Area: No
(F) Water Classification: Neuse R. -- SB Sw NSW; Alligator Gut -- SC Sw NSWOpen: No
8. PROJECT SUMMARY: The applicant proposes to construct two rock jetties on the Neuse River at
the mouth of Alligator Creek in Minnesott Beach. One jetty would be 410' long and the other would
extend an existing 166' jetty an additional 170' offshore. Also, the applicant proposes to install 785'
of rock rip rap along the shoreline above the NWL.
FIELD INVESTIGATION REPORT:
MINNESOTT BEACH YACHT BASIN, INC./PAMLICO COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is located adjacent the Neuse River on the west side of Alligator
Gut, on Neuse River Drive, off SR 1121, in the Town of Minnesott Beach, Pamlico
County. The 22-acre tract is listed under two deeds. One section is adjacent the
Neuse River and is where the owner's personal residence is located. The other section
is the site of Minnesott Beach Yacht Basin, an "upland" marina with numerous
amenities. An 80'-wide access channel leads from the Neuse River into Alligator Gut
via an easement from Minnesott Golf and Country Club. The Country Club is located
immediately downstream to the east across Alligator Gut, while a private homeowner
abuts the project site upstream to the west. Two short rock jetties currently exist along
both sides of the channel. The jetty to the west is approximately 200' long but extends
only 55' waterward of the NWL, while the jetty to the east is 170' long and extends
only 70' waterward of the NWL. A 510' derelict wooden jetty also exists adjacent the
western side of the channel and extends some 440' waterward of the NWL.
The shoreline adjacent the western side of the channel protrudes out into the
Neuse River approximately 125' farther than the eastern shoreline. The shoreline is
essentially a sandy beach habitat with an erosion escarpment evident along the
upstream section of the beach. The adjacent property to the west is bulkheaded. And
according to the applicant, annual erosion since the storms, especially adjacent this
property, is between 10' to 15'. Based on my field visit and judging by the number of
trees that have recently fallen along the shoreline, I tend to agree with the applicant's
assessment.
Water depths within the existing access channel appear to have sanded in and
range between -4' and -6' below NWL. These depths exist despite the channel being
originally excavated and subsequently maintained at its permitted -8' below NWL
depth. No wetlands exist along this stretch of shoreline, and no SAVs appear to occur
within the project site along the Neuse River. This section of the Neuse is classified
SB Sw NSW, while Alligator Gut is classified SC Sw NSW. Neither system is a
Primary Nursery Area, and both are closed to shellfishing.
Project Description
The applicant proposes to install two rock jetties adjacent both sides of the access
channel that leads from the Neuse River to the Minnesott Beach Yacht Basin.
According to the application, the new rock jetties would be 16' wide at the base and 8'
wide at the top (see oversized plat entitled "Channel Stabilization Project"). The
applicant proposes to construct the jetties on a 1 to 1 slope, with expected sloping to
FIELD INVESTIGATION REPORT:
MINNESOTT BEACH YACHT BASIN, INC./PAMLICO COUNTY
PAGE #3
reach a 1.5 to 1 slope after settling. The jetties would be some 4' above the NWL.
The jetty to the west would extend 315' waterward of the NWL. The jetty to the east
would extend the existing jetty another 166' waterward of the NWL for a total distance
offshore of 336'. The first 170' of this jetty would be refurbished to the same
specifications as the new jetties. NSA No. R-6 marl or better would be used for
construction. According to the applicant's contractor, the jetties would be constructed
by using a "Trac Loader". Two lines of rock 16' apart would be laid down and the
area in between filled as he moves out.
The applicant also proposes to install rock rip rap along the shoreline from the
proposed jetty on the western side of the access channel to the adjoining bulkhead some
785' upstream (see 8.5" X 14" plat entitled "Beach Stabilization Project"). Marl
would be placed above the NWL along the 4' contour and would be constructed on a
1.5 to 1 slope and would be approximately 5' high with a 2' top width. Minimum
stone size would be NSA No. R-4. No backfilling is being proposed.
Anticipated Impacts
The project as proposed would result in the filling/loss of 15,392 ft2 of Estuarine
Waters/Public Trust Area and shallow river bottom within the Neuse River. This
number is obtained by assuming an average water depth of the jetties of 4', an average
height above the NWL of 4' (stated in application), a top width of 8', and an assumed
settlement slope of 1.5 to 1. Such assumptions would create a jetty with an average
base width of 32'. According to the applicant, approximately 3,050 yds3 of marl rock
would be placed below the NWL.
The placement of 785' of marl along the shoreline for the revetment, at the 4'
contour line, would disturb approximately 13,345 fe of sandy high ground. This is
assuming a 5' high structure installed on a 1.5 to 1 slope with a 2' top width and
assuming no settling. Likewise, the jetties would extend above the NWL and disturb
another 1,600 fe of sandy high ground. This assumes a 4' high structure, installed on
a 1 to 1 slope with no settling, an 8' top width for a resultant 16' bottom width.
Since there are no SAVs within the project area, adverse affects to shallow
bottom habitat should be minimal. It is also assumed that along this section of the
Neuse there is a fairly high sediment transport capability. Some erosional impacts can
be expected on the downdrift property for an undetermined distance. Although the
installation of any structure would have the potential for impact to navigation, any
additional impacts should be minimal since the existing wooden jetty already extends
some 440' from the NWL, thus restricting the flow of boat traffic immediately adjacent
the shore.
M. Ted Tyndall - Morehead City - March 11, 1997
'Form DCM-W-1
APPLICATION
.(To be completed by all applicants)
1. APPLICANT
a. Landowner:
, community or
b. Z==6-9
landmark c. Street address or secondary road number
?6-NNP.H RC
Name s 11u A JM Wa Ken CG VC
R cle5 SAcH /?ch-C $ ,?sl at , N c,?
Address p•h•6nx 12A / l?nri&-I-- Rd
City ?Cc b CLho[,-- State ,
QIq-24c1-153q
zip 5 160 Day Phone m. q5 - 1 4M
Fax GIG -249- bso?
b. Authorized Agent:
Name 5A Mr-- AS J3 W\?F-
Address:54V\E AS ABOVE
City SAME State SA ME
Zip SAME Day Phone S RtAe'
Fax S A WE-
c. Project name (if any) N
N07F. Permit %Q be issued in name of landownerfs), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
d. Is proposed work ,yithin city limits or planning
jurisdiction? t- Yes No
e. Name of body of water nearest roject (e.g. river,
creek, sound, bay) N EVSE ? i_y E R

3. , DESCRIPTION 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.
A) RU L V. 14 t= A D 11?i G .. ShesaE Li nE S'?b?? i q?pt`
??' der S ?? - R E t N ?0 0.cE ?` 1(15111?G
Tt o f a ?? I y2 u.
Lid CY1 QJ?.1 n A E, n-MAnc.E C-W N N1Nr.( .
b. Is the proposed activity maintenance of an existing
project, new work, or both?.9-CM
c. Will the project be for pu lic, private or commercial
use? QU43LIC. ?GOrnr1rZe.?\
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.Pao 1=ser9 a Rd_cr i 5 'r6
lai*Cnre-e t?ReSeV±} Bead ! In
'5iLlhiiq /rF PC ic, MAR1N°a?EN ?rT12AwGE
,rhFnn?-l atd 5-?pfl CA.L29-er* Egeesslya
P_Qh51 Dty &( p,F-Ac-b GIR.E p .
'lr Att?c44E(1-IQ?}e {Z ?l'01Y1 h r? n.clT)12
_tn RlY • M?1DD ...
1 •? ?_-, -? - ? a OncE Cjh PLAc G NO FVRT14ER O Q?6
1
a. County t' ?ML1 CO
b`nm.t?-t?NAt?G
r
Revised 03/95 ?..._..r.w..?.?...,.M.-..?

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
e
a. Size of entire tract .? 'A
b. Size of individual lot(s) ?N?A
c. Approximate elevation of tract above MHW or
NWL GZ : 4 'ABOVF- M44 W
d. Soil type(s) and texture(s) of tract
SaN?
in. Describe existing wastewater treatment facilities.
NyR2l tilt
_to Pomp auT trg?i??
Wsc-Prc, swst?nis
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.)
Sup'r-Ac.L Kut l aFt=
o.. , Describe,existing drinking water-supply source.
Pw1iur-D CD • WP T??Z -D ff1PT.
e. Vegetation on tract Q?SS &ru A's
(Mosdly des•1•Y•buPSl hu ?•4•h?)
-r
f. Man-made features now on tract ' N AV.
pktvAl - R5S1'0 QKV
ago VE sE.Aal
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local land use plan.)
_zConservation Transitional
. • . Developed • :Community-
Rural Other
h. How is the'tract zoned by local government?
M?4R?Nr}IceMr??RCtal/blu3 restAenh36t
i. Is the proposed p?ject consistent with the applicable
k. -Is 'the project -located 'in ra National Registered
-?Histbric Distiiet or es 'it involve a National
property? ,
"Register listed ore ' ible
.
Yes No•
zoning? Yes No
(Attach zoning compliance certificate,, if applicable)
j. Has a professional archaeological assessm t been
done for the tract? Yes No
If yes, by whom?
1. Are there wetlands on the sate? Yes ZNo
Coastal (marsh) NO Other oK
If yes,, has a delineation been conducted? 'NO
(Attach documentation, if ovailab1,e)
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, pliis'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 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
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.
dkf:OR _IT=TtY5 cwd auLKNaXQ
Name rn (t1 Psn-tt 'Bs-ar_h (-?o L-? and ? ±+! CltaB
Address CAA RJU CW5 04?. - ARAPAtAM Kl? ?10
Phone S 1
Lci IA) "645..5115
'"'vg2i9-eA?tBoaa? tom, a.85?5J
Name
Address
Phone
Na eBvt,KAEan only WRLTElR VAV L-
Address - C 510
Phone 0, 14 ? a4 ci, - <51RF:-Z
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
sAwc.o 8at`! c-q -00H 8
X18 s z t2Y3'? ntkl? ?'Y Nc- A - ez
M ou.uoa GF_h1 • P?Jtty, Cf W 104-i-S'-i
.q-m RENEwAL. 3 /G 5 -re, 7 /2e60
•l,.4heck 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.
Revised 03/95
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 __1J__"day of -ak.6L, 19'::TL.
Print Name u D W 1 N AR fza
PUCAA Ac:;AT I C-
PRA ?. ANN
Signatur
Landowne or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
_ZDCM 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.

Form DCNx-INIF-2
a
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for LAMA 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
till activities. All values to be given in feet.
Access
channel
(MLW) or (NNI,'L)
Canal
Boat
basin
Boat
ramp
(z) Rock
groin(ll2h)
UU ?
Ruck
bre-ak.-water
Other
(Excluding
shoreline
stabilization)
Average Final
Exist Project
Length Width Depth berth

fig, 8"
TOP

N
yy,.. i tai •,

1. EXCAVATION N IA-
b. Type of material to be excavatedNOK
a, Amount of material to be excavated from below
MHW or NWL in cubic yards NJ A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _j/_' No
d. Highground excavation in cubic yards K?A-
2. DISPOSAL OF EXCAVATED
MATERIAL. NIA
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
r
- - - - - - - - - - - - - - - - - - - - - - - - -
??w..wu.wwr?wMr?M?
U0_1-?i-i':, r Ls_;; Zr:i t-I-'I_pi L"U'1 I1_t-hHLHL- 1 L-4 __-0 IU
Form DCNI-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or er wetlands?
Yes No
f. Does the disposal include any area in the water?
-Yes _ Yes __j,/ No
3. SHORELM STABILIZATION
a. Type of shoreline stabilization
Bulkhead ?Riprap
b. Length' / 8 5
c. Average distance waterward of MHW or NWL
WKS, 9WRA2]n 66 PLACED ANcLI& Mt}w- LATA3ick-
d. Maximum distance water-ward of MHW or NWL 5. GENERAL ( 3ery
NIA
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled?
10-15' ALir PP,1mha1 y -TD k gicAr?eS V1FA5C- re.pg:K Le?le?2?FtRar- _
(Source of information) 6 Ch8t1 ww!1e CmS^T'{QUczmNrAMAt
f. Type of bulkhead or riprap material
MA.RLE ROC.k-
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap NSA
(2) Bulkhead backfill N I AL
h. Type of fill material W I A -
i. Source of fill aterial M ky'-6 N MAR IC-?1IN
Q teaJQ 9,
- ?.t J C' R?EI
4. OTHER FILL ACTIVITIES MIA
(Excluding Shoreline Stabilization)
If Yes,
(1)
(2)

Amount of material to
water
Dimensions of fill area.
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or o er wetlands?
Yes or
No
If Yes,
(1) Dimensions of fill area
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
C2 ?aa? >rNO ?AQ?Q
©B r& r vatic - QMW -if net-IR5c4??( .
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes _v" No
If yes, explain steps that will be taken to lessen
environmental impacts.
a. Will fill material be brought to site?
Yes No
Revised 03M
w?www??r.Ma ? rsrsy?t?
(2) Purpose of fill
5
Apptkant or Project Name
signat
Date
be placed in the
Form DCM-MP4
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) W I A
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines CLos & 5 T: s 6-Z l
(9) Width of water body AVFEAGC : 55
(10) Water depth at waterward end of to at
MLW or NWL AZIA
b. Boath ouse (including covered lifts) IJ (A
(1) Commercial Private -
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) KIPr
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)Y
(1) Length 210400' ?3 6. t
(2) Average distance from MHW, NWL or
wetlands 41 F?e4uc- M WW
(3) Maximum distance beyond MHW, NWL or
wetlands NIA
e. Mooring buoys H Ilk
(1) _ Commercial -Community
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor,
Private
etc.)
(4) Width of water bod3
(5) Distance buoy(s)
shoreline
to be placed beyond
Mooring structure (boatlift, mooring pilings, etc.)?IA
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
0I
M ? n nP -soft T?rcA U ? P?su?-? ,1.v?c .
Applicant or Project Name
Slgnatu
in ,,A% - ('
Date
0'yV
JAN 15 1997
1
lirvisIA 01/95