20020440 Ver 1_COMPLETE FILE_20020326

W ATF9
?O? QG
v? r
Michae
William G. Ross, Jr.,
Department of Environment and Natural Re
Gregory J. Thorpe, Ph.D., Acting G
Division of Water G
April 25, 20?
DWQ# 02-044
Pamlico County
Mr. Michael Sanders
Coastal Marketing and Development Company
309 Middle Street
New Bern, NC, 28560
APPROVAL of 401 Water Quality Certification
Dear Mr. Sanders:
You have our approval, in accordance with the attached conditions, to shade and/or usurp 0.16 acre of vegetated and non-
vegetated wetlands in order to construct a pier with a gazebo and five finger piers at the Shine Landing subdivision project in Pamlico
County, as described in your application received by the Division of Water Quality on March 26, 2002. After reviewing your application,
we have determined that this fill is covered by General Water Quality Certification Number 3371, which can be downloaded from our web
site at.http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when it is issued by the NC Division
of Coastal Management. 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, Non-Discharge and Water Supply Watershed regulations. Also this approval
will expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. 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). For this approval to be valid, you must follow the conditions listed in the attached 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 conforming 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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
i erely,
J. Thor Ph D.
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
020440
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
---?7
Development Type FEE DCM % DWQ %
14300 1601435100093 1625 62531 (24300 1602 435100095 2341
1. Private, non-commercial
development that does not Involve

the filling or excavation of any 5250 100%(S250)
0% (SO)
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or
$400
excavation of any wetlands or open 100y. ($400) 0% (SO)
water areas:
111. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. 9, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality
Certification No.3301 (see attached) 5250 100% (5250) 0% (SO)
can be applied:
III(B): For public or commercial
development, if General water Quality
Certification No.3301 (see attached) $400 100% (5400) 0% (SO)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60%(S240) 40% (S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) S400 60%(S240)

can not be applied: 40% (5160)
IV. For development that involves
the filling and/or excavation of more
than one acre of wetlands and/or $475 60%($285) 40%(S190)
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Coastal Marketing and Development Corporation
PROJECT NAME: Shine Landing
2. LOCATION OF PROJECT SITE: Pamlico County off NCSR 1302, in the Janerio community on the Dawson
Creek near Oriental, North Carolina
Photo Index - 2000: 216-899, S9 1995: 78-848, G3
State Plane Coordinates - X: 2,671,400 Y: 461,400
Cherry Point Quadrangle Upper Right
Rover File # M030519B
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6 February 2002, 18 February 2002
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 18 February 2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Residential (Land), Conservation (Water)
(B) AEC(s) Involved: EW, PTA, CW, CS
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Septic tanks
(F) Type of Structures: Existing - None
Planned - Construct 10-slip pier, elevated walkway, and parking area for
associated residential development.
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DR FDnFn PTT T PT-1 nTUUD
(A) Vegetated Wetlands 486 ftz
Shaded
(B) Non-Vegetated Wetlands 6,300 ftz Usurped,
Creek Bottom of which 2,262 ft-'
Shaded
(C) Other 350,100 ftz
Uplands Filled and graded
k") i vLui r.icu Li)Lui ucu. 300,000 11 6. 19 ac
(E) Primary Nursery Area: No
(F) Water Classification: SA HQW NSW Open: No
8. PROJECT SUMMARY: Applicant proposes to develop a residential neighborhood and to construct a gravel
parking lot, a 6' by 270' gravel walkway, a 6' by 317' pier with a 14.5' by 14.5' gazebo, and five 10'
by 3' finger piers. The proposed structure would provide slips for 10 vessels.
486
Coastal Marketing and Development Corporation
Shine Landing
Pamlico County
Project Setting
The applicant owns an eighty acre tract of land adjacent to Dawson Creek in the community
of Janerio, near Oriental in Pamlico County, North Carolina. The property is on the west bank of
Dawson Creek, and has an elevation of approximately twelve feet above the normal water level.
There are extensive uplands on the property, bordered by coastal wetlands along the water. There are
several fingers of wetlands extending from the creek into the property. The vegetation in these
fingers transitions from coastal wetland species to more freshwater wetlands.
The project area is bordered on the north by a farm field and undeveloped tract of land
vegetated with pine trees, wax myrtle, catbriers, and small hardwood trees. Dawson Creek forms the
eastern border of the property. Water depths in the area of the proposed pier range from -4' NWL at
the waterward end of the structure to -3.2' in the landward slip. A farm field with a vegetated buffer
along a small gut of water is immediately to the south of the property. The southern property line
cuts parallel to Dawson Creek, creating an area of waterfront property on a common lot.
The uplands on the property were farmed by the previous property owners, and are now
vegetated with a mix of upland grasses and herbaceous species. A wooded buffer remains between
the farmland and the creek. This area is vegetated with a mix of pines and small hardwood trees.
Most of the underbrush and vines have been removed to allow access to the property for sales
purposes. The wetland areas are vegetated with coastal wetland species including Spartina
alterniflora, Juncus roemerianus, Distichlis s icata, and scattered wax myrtles, cattails, red maples,
and oaks toward the upland edge.
Dawson Creek is classified SA HQW NSW by the Environmental Management Commission
and is not open to shell fishing at this location. Dawson Creek is classified as a secondary nursery
area by the NC Division of Marine Fisheries. The property is located in the Neuse River Basin, and
is subject to the Environmental Management Commission's (EMC) Neuse River Basin Nutrient
Sensitive Waters Management Strategy.
Project Description
The applicant proposes to develop a 79 lot subdivision adjacent to Dawson Creek. Proposed
development includes the construction of a 317' by 6' pier with a 14.5' by 14.5' gazebo and five 10'
by 3' finger piers. The proposed pier would provide slips for 10 vessels. The pier would be located
on the southernmost lot in the proposed development. A 12' wide access road would lead to a 45' by
42' gravel parking lot, and a 6' by 270' gravel walkway is proposed leading from the parking lot to
the pier. The parking lot is located outside of the 75' Coastal Shoreline AEC. The proposed walkway
is the only development proposed within the EMC's 50'Neuse River Basin Buffer.
A
Anticipated Impacts
The project as proposed would impact 356,886 ft2. Approximately 350,100 ft2 of highground
will be filled and graded for construction of roads, ditches, and gravel walkway. Construction of the
pier access across coastal wetlands would result in the shading of approximately 468 ft2. The pier and
associated slips would usurp 6,300 ft2 of public trust area, of which, approximately 2,262 ftz of creek
bottom would be shaded by the platform and finger piers. Because the proposed parking lot and
future residential development would take place outside of the 75' Coastal Shoreline Area of
Environmental Concern, impacts to coastal resources should be negligible. Localized short term
turbidity increases will result from construction activities.
Tracey L. Wheeler - 22 March 2002

APPLICATION
(Yo he a?nrple(ed Iry all appliclruls) LL
7 2001
cuuuuuIdly ANAMENT
b. Cily, town,
r HEAD
Il
1.. APPLICANT
C. Street address or secondary road uunrber
S R I "t tt 7 - --
a. Landowner:
Narnecfiaehal Market inU L )eyPlot?ment
Company
Address 309 "'; `'`" o ?I YPPt
City N r ern State Nr -
"Zip 28560 _ Day phone [phone]
Fax [phone]
d. Is proposed work within city limits or planning
jurisdiction? x Yes No
C. Narne of Ixrdy of water nearest lrroject (c.g. river,
creek, sound, bay) t a w ;r,u C
3. DESCRIPTION AND PLANNED USE
OIL PROPOSED PROJE T
b. Authorized Agent:
Narne Michael Sanders
Address 309 Middle Street
A
a. List all develupmeut activities YOU Purpose (e-
9-building a home, motel, marina, bulkhead, bier, and
excavation and/or tilling activities.
1 10 slip contrnuniLy boat dock
2. parkin area For c:ommurr i.ty dock
New Bern State NC
city
Zip 28560 Uay phone [phone]
Fax [phone]
b. is the proposed activity maintenance of an existing
project, new work, or loth? n e w
c. Will the project be for public, private or commercial
use7
c. Project name (if arty) S h i n l a n d i n u
N07E: permit will be iiiued in rurnu• of buuloKner(r), and/or
project nnmt.
2. LOCATION OF PROPOSED
1'ROJECIF
a. County Paint ico
Give a brief description of purpose, use, In o? s o
d
.
construction and daily operations of { {
project. If inure space is needed, pl(mse attach
additional pages. Tile Lo
l0 slips
construct a 3117 ?)ier wiLli_
Lire in+?s?'
and &Z walkway over
proposed will provide
h
e
T
For the subdivision lot
moor- cle
owners.
Rrvkrd 03/95

'Form DCM-1%11'-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract t30 Ar rA? -
b. Size of individual lot(s) Approx. to 1 -Acre
c. Approximate elevation of tract atx)ve MOW or
NW L 12-'
d. Soil type(s) and texture(s) of tract
Al La vi -c; ha sandy) 1 oam -
e. Vegetation on tract f a rm f i e l d
fringe woodland and wetland
f. Man-made features now on tract f a rm f i e l d
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Develop Community
Rural u1 Other
?t-2t?rrS
h. How is die tract zoned by local government?
not zoned -
i. Is die proposed project consistent with the applicable
zoning? Yes No nl/A
(Attach zoning conrliance eerticote, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes x 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 X_ No
1. Are there wetlands on the site? x Yes No
Coastal (inarsh) __x __ other _ d__tl
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
U....1....1 h U41S
DEC U 7 2001
in. Descr
1
nt facilities.
individual septic proposed
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and rc?idential discharges) Sur Eox e rIlno41E
o. Describe existing drinking water supply source.
i ndi vi''^a' wet LG
5, ADDI'T'IONAL 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 II" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
fleece note drat original drawings are preferred and
only high quality copies will be accepted. Blue-line
pritiLs 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
tequitcuicnl., and it 1111rd be "ttlli( Wilily drlailyd lu
guide agency personnel unlaniiliai tivilli die atca to III(.
form UCM-11II'-1 DEC U 7 2001
I
COASTAL MANAGEMENT
MOREHEA
site. include highway or secondary road (SK) G. CERTH ICAI'ION AND PERMISSION
numbers, landmarks, and lire like.
TO H'NTER ON LANI)
• A Stormwaler Certification, if one is necessary
• A list of the names and complete addresses of lire
adjacent waterfront (riparian) landowners and
signed return receipts as proof (lint such owners
have received a copy of the application and plats
by ccrlified mail. Such landowners must be advised
that trey have 30 days in which to submit comments
on die proposed project to the Division of Coastal
Management. Upon signing this form, die applicant
further certifies that such notice has been provided.
Name /?..1 ,<<•6? ' ysoN
l ih S /
Address ?i10
Plhonc z X'
Name
Address ci '3 '7 c' ?,e) /L, r.r o
Phone X- C -7 Y S/C:)
Name
Address
I'hone
• A list of previous state or federal permits issued for
work on die project tract. Include permit numbers,
permittee, and issuing dates.
I understand drat any permit issued in response to this
application wHI allow only die development described in
the application. 'Ilie project will be subject to conditions
and restrictions contained in the pernil.
I certify drat to die best of 111y knowledge, the proposed
activity complies will die State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that 1 am authorize.( to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter oil die aforementioned lands in
connection with evaluating information related to dhis
permit application and follow-up monitoring of die
project.
I further certify that die information provided in this
application is trudhful to the best of my knowledge.
711is is die day of
J A x. f4
Print Name
Signature, - j
owner or Auihorized Agent

• A check for $250 made payable to die Department of
Environment, Heald(, and Natural Resources
(DEHNR) to cover die costs of processing die
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.
Please indicate attachnhents pertaining to your proposed
project.
UCM MP-2 Excavation and Fill Inforination
UCM MI1-3 Upland Development
DCNI N1114 Structures Information
DCM MP-5 Bridges and Culverts
UCM MI)-6 Marina Development
NOTE: Please sign and date each attacunent in the
space provided at the bottom of each form.
Rrviirtl O1M

1.%orin DCM-MP-3
UPLAND
DEVELOPMENT
ABTAL MANgpEMENT
(Construction and/or land disturbing; activities)
Attach this form to Joint Application for CAMA Major
permit, Form DCM-MP-1. Be sure to complete all
other sections of lie Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed
79 single family homesites
h. Number of lots or parcels __ parcels
I buildable homesites
8 unbuilable homesites j
c, Density (give the number of residential units and the
units per acre) one per acre +/-
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. yA r 4 e-5
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
11' applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes x No
If yes, date submitted
1'. List the materials (such as marl, paver stone,
asphalt, or concre(e) to he used for paved surfaces.
marl & asphalt_
h. Projects that require a CAMA Major Development
permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes x No
If yes, date submitted
i. Describe proposed method of sewage disposal.
individual sep ic-
Have the facilities described
received state or local approval?
(Attach appropriate documentation)
in Item i. above
no
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
none proposed
1. Describe proposed drinking water supply source
(e.g. well, community, public system, e(c.)
individual wells
in. Will water be impounded?
If yes, how many acres? -
n. If the project is a oceanfront development, when
was the lot(s) platted .end recorded? u-/--a
g. Give the percentage of rate tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Rcst?utce Water, to he covelm by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. nT;
Applic"( or Project Name
//W/?j ?? /
/
Sagiurturrr
..1). S'-
Date
Yes x No
ttevi.wd 03/95
.
Dorm DCM-MI'-4
STRUCTURES
DEC 0 7 2001
(Cons(1•uclion within Public 'frost Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application which relate to
this proposed projem
e. Mooring buoys
(1) + Commercial -Community _ I'riva
(2) Number -- -
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Connnercial _Community __X_ Private
(2) Number one main ier
(3) Length / Ernm r w-L over creel-.
8/--over marsh , total 3
(4) Widllt?
'(5) Finger Piers - X Yes No
(i) Number 5_
(ii) Length 10,
(iii) Width 3 '
(6) Platliirm(s) x Yes No
(i) Number 1
(ii) Length - /
(iii) Width 4 ' G "
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines I `1` fi S /
(9) Width of water body 900 feet
(10) Water depth at waterward end of pier at
MLW or NWL ?' /V/U/-
Ii. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, shee(pile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, shee(pile, etc.)
(1) Length
(2) Average distance from NIIIW, NWL or
wetlands
(3) Maximum distance beyond NIHW, NWL or
wetlands
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline _
f. Mooring structure (boatlilt, mooring pilings, etc.)
(1) - Commercial -Community x I'rival
(2) Number 1 -/mooring pilings
(3) Length
(4) Width
g. Other (Girt romplere description)
„<<Applicant or Project Name
.r /
SIB hire

Uatc
he placed beyon
Itevked 0,1/9S
ADJACENT RII'ARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to c ZA,v47/A, y 's
(Name of Property Owner)
property located at U ic? S'S t':Q / 3 u
(Lot, Block, Road, etc.)
on fil-wS e) /U 610 ,a e /C , in // r c-) el-a¢ s1/? , N. C.
(Waterbody) (Town and/or County)
He has described to me as shown below, the development he is proposing at that location,
and, I have no objections to his proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELO
(To be filled in by individual proposing development)
¦ Cc plete Items 1, 2, and 3. Also Complete A. ?ived by (Please Print Clearly) B. Date of Del e
ite 4 if Restricted Delivery is desired. ? 7 f,,/?7
P,AA
o! ?Iv
¦ Prin your name and address on the reverse
so th t we can return the card to you. C. Signature
¦ Attac this card to the back of the mailpiece, X/ 11 Agent
or on the front if space permits. ? Addressee
D. Is delivery ddress different from item 17 El Yes
I . Article Addressed to:
If YES, e ter delivery address below: ? No
2i C y?ja /? ?2 r f? /?
z1 3
/ n n77 `? A`d C? N C Z f ?/ D 3. Se ice Type
Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D. .____________ __________________
4. Restricted Delivery? (Extra Fee) ? Yes
Form 3811, July 1999
service.label)
o D /) e
rzs ?a ?
Domestic Return Receipt
City, NC 808 2808
z SL.,
a
102595-00-M-0952
P(-/k1? o C2"X/
Print or Type Name
Telephone Number
Date: 1-01-61
ADJACENT RII'ARIAN I'ROP ICrY O + It STATE4 ME NT
I hereby certify that I own property adjacent to S'irv e 1.JA.1,0 /,,C, 's
(Name of Property weer)
* 2 y ?•?!?
property located at
(Lot, Block, Road, etc.)
on fiRWJ:').v eel , in O,4,,? 4 e- 6 Cy , N.C.
(Waterbody) (Town and/or County)
'He has described to me as shown below, the development lic is proposing at
and, I have no objections to his proposal.
DEC
DESCRIPTION AND/OR DRAWING OF PROPOSED DE LO
(To be filled in by individual proposing development)
Complete items 1, 2, and 3. Also complete A. Received (Ple se Prl? t Clearly) B. Date of Delivery
item 4 if Restricted Delivery is desired. y( 3 0
Print your name and address on the reverse
so that we can return the card to you. C. S n ure
Attach this card to the back of the mailpiece, ? Agent
0 on the front if space permits. ? Addressee
Is delivery address different from item 1? ? Yes
A icle Addressed to: live address below: ? No
vz l2G,,6r'2 ?SGJC?
41 , 1117 / /xy '4 pt!5iv :c.
3 Se/vice Type
? ReC4&6W';Z'TETft Ern Receipt for Merchandise
4. Restricted Delivery? (Extra Fee) ? Yes
Article N WP776f- rvice labQl)?. ? ? 5osO
:i n 0 /J G? ------------
S Form 3811, July 1999 `L-- Domestic Return Receipt 102595.00•M•0952
Any comments should be made to G'' n
Ted Tyndell, DEHNR Morehead S nature
City, NC `J?,M 808 2808
LSZ' ?/?yr? l?o?Jrr fSyN
Name
Pdnntt or Type
e/ ?
Telephone Number
Date: ?2- o? O
2001

401 comments
Subject: 401 comments
Date: Fri, 19 Apr 2002 09:33:28 -0400
From: Tom Steffens <Tom.SteffensCncmail.net>
To: Cyndi Karoly <cyndi.karoly@ncmai].net>
CC: Bob Zarzecki <[e-mail]>
Cyndi, Bob,
Please find the regional comments on these 401 apps. I have not entered them into File-pro due to a
computer glitch. I hope to have this taken care of soon.
Project # Name Reviewed Type Rec WaRO Comments
?c Coastal Marketing and Development/ Shine Landing 4/16/02 CAMA maj Issue n/c
x Weyerhauser Plymouth pump intake structure 4/16/02 CAMA maj 22-Mar Issue n/c
r 16102 CAMA maj 27-Jan Issue n/c
"'al-and-Beetl°ry-Eele 4/16/02 CAMA maj 27-Jan Issue n/c
oug as F and Linda K. Jac son - c
LO --
x Carolina Coast and Lakes Inc William Pear ota 4/16/02 CAIVIA-n}ai 25-Jan
r
c?
ate
Issue n/c
e_Limunatc
WindsongHl-?u-ision_..__4/L6/Q2.CAMA,xn.,aj _25-Febime
n/c
Home Community - ssue
Any questions or comments, please to call or write,
thanks,
toms
Tom Steffens <[e-mail]>
Environmental Specialist II
DENR/DW Q/ W aRO
.401 Wetlands
I of 1 4/19/02 9:45 AM
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, # p, rw r ~0 uC r_
#3 #4 -;J 0 00"w 7 _ 2.5 1x5 \ A o
#5 Rv25'3:r28 W 6.12'! 2~ \°N7R ?0 4 '/v v \
#5-#6 Nz-2*25'44"E _42.05' ^ t6
6 # I N 1 10 06"W 36.62' ,r #F ~-vi`'69 -x0 22 Vv 3S"8
elS i
#8-#9 N27.32'35"W 32.80 J. E. SHiN , 12 CULI+EP
#9-#10 N5312'25W 47.27' 7/-
SARAH INVERT EL.4.?' #1C.-#11 N661a'35'W 44.77' - 'W f
~-l1 II~~rr~~ #11 #12-N63'2-5'56'W 42.96'
- : L)LED BOOK tJL,.v 112" CULVERT
#t2?=#1#13 N68'08'47"W 43,54' INVERT EL.4.5' V
#13-#14 N69'13'03"W _21.15'
#14 #15 Nz658'19'W 54.22' }01 w'ETi A LIP~~_ ?A13'1,_E
#15 #16 N3' 2154'W _36.59' N T A v
X16 #[phone]'W 33.8' 1 LlilE BARING E'v Tt~ T
! #17 #18 N4b 28 04'W 31 28 #1 #2 fv80 ` 3 41 °E 3t 03' i 6A 50,
#18 9 - P14' 40 08'W 64.3. #2 #3 r+139 29 '2"V_'; 31 50'
9 #20 N51 12'43'W _28_53 ! #3 #4 ^L% i8 43"E 1 30.0.3' 1 cl,
2C_#'1 Ne8 48 39'W 4.62' 1 # #5 N2t 40'47"E x6.65,
C #21 #t2 Nt238" 9'-W cg~3;'1 #5 #6 N0111456"E 18.53' (
- 9 - - #22 3 N33 5vi 23°W 14. _ 6 # ~n13c 43 )0"W 19.47' LE P- D. j(} ? r^
#23 #r" 'N96 ~3' t 8.98' #8 NU 5 02"E 29.57' R/W RIGH WAY s
-zebo 3.6 DEC 0 7 2001
#'24 S6 ' 48 0~ E l:i_76 #8 0 LN3r ~9 55"W 37.87' 1- ~L1 A 7
#25 #~6 S84410i E 53.53' #10_#11 ~i5C3'~29"W 35.57' CENtER `'L \ - L COASTALT GEMENT = - 3 MOEAD
#26 #2 588 23 0_ °E 38 68 ' #11 #12 164 39 U3"W 95.48 Cl = '%--URVE '1 JM BER I
#27 #28_-- N8 021 1°E 25_18' #12 #1 X65 1' s4.43' J MBL = MINIM' BUILDING L`J
#28 #19_S 9'30'06°E i_3813 #14 p!485908"W 21.19' DE DRA.NI E_A$:MEN .!.17 / n
(\i ti 29#'~ ae.o2' VB = i'EGE - ~ q _l ~ a y ~J -4 -
#;V N~9 ~J 4/ E X9.'4 #1 #1 t ~I ' /E BUFF E~ ~S MA #3C 1 N,+7 34 8 E d 0 _5 _ ~r, n a 3 V) cn
# --i~ aa9'a,'E # # E L 01 12.61 4 31 _ 23.~ t6 #1~ N59 3a 8 ~i 49.os WF# - WETS 1E FLAG N! Jl,,!Hs WF 3.9 4
z . , Z, 1 ' 7 18~N50 t3 52' W 32.85' 2.8 ; u i - x 4.4
#33 #7 Sz ~,a ~~56.37 #18 #1° J2739197 W Y a -34
#-34 #35 S03 4+ 0`"f 83 # 9 N36 46 0''11 _.64.89' 1 'AMA - coEr
- 9' = 71~.~ _!;"1 #35-#36 SCO v< 8" V 48 i a20 ^113 74 h 28.8 NGVL NA AL 4 1.4
25' - a HOC < P, ~vN LINE 4 4 t .96
#36--#-)' ' - cc 4*003 6"E 9 #2 ~2 , 78 38 6 35.05' VVI-
8 #37 #~8 536 4~ 11"E 39 p22 #2,5 r 459 29 r 25.69' i
# _ h 38 dig 14812 56"E 9.60#23 #2 S79 2812 E L 57.03' _ _ - , - / -3.8 4.1 - - 3
9 40 S6 4 G9°E 54_58 1 #24 #25~ f447 5r 39 E 12.46'
#4C #I"~S580e~6'E #7t - X26 M283P1 'E~38.35 (~~j°~~ N 2 9,5 %9.5J~ WCtE'Y '.1ept~IS CrE C `E'< Cr the f.. :c< OVvf.! CtC NE OF F)A'WSCN CREEK
C #42#42-- ~39o 'E sa=s5~ 1 h2 #z6 #28 So *38 38' 15 E_ 85.32 if`~A CIX01'I _ ! 04 VVETLF 'JD TIE I D TIE LINE `1 1 VVETL' ofrPA.`16tisn4F4'G,n tF he pIJ~LiJ'rl,`a .r --,,5926'ac'N aoN ~3.38--~
- -
#43 - #44_ 8S28'345" 54. ,1 #28 #19 S 58.71 _ 1-1 N E s, 3 3 = 00'
#44 #45 S43141C"E 2_43 h29 # 30 s 19`9 62.53' t--/FCD F0 1 Q, P S20 X2'49 T 8.06'
L884 Sb" v 96.14' ~0' S1'.5ti ~ i5 ZR'
F#:46 5 6 S88 5, 1 3E 1 31 31 S43 38 08"E #4'' PJ52 9 08' E 60.90 89.61'
#i 47 #48 1,1,57-26'21 E 53.04 1 1 #32 #33 S24 C9 37' E 85.59' CURVE TAB[ F X30'49'15 vv - ------18`6
#48 #49 Nz2 58 03°E 54 8V #33 #3~ S19 06 00 E 42 68' CURVE RAQiU$ LENG?H BEARiN CHORD D lTA 22. -~Oi(UT g 53815'x3v--- ---;4'--
- - - - 53 84'
#49 #50 N-9" 3'28"E 8 53 #34 #35 S48 4q ~i'E 46.89 Ct A00' 36.00' N39'27 0^ F 35.23' 41 1 5'0"
PRE~D Ttf LIP MARINA AT Project # 13
GRAPHIC SCALE SUITT & ASSOCIATES,, P.A.
1 SHEET 1 OF 1 SHI Em LANDING Date 11 03- 1
brawn By- LAND SURVEYORS SINCE 1 965 .;k.
P.O. Box 12034
NUMBER FIVE TOwN$H1P.' PAMLICO COUNTY, NORTH CAROLINA scale 1" = 40' Approved By: Horizontal IN US SURVEY FEET) NEW BERN, NC 2B551-2034
PESD'IIIEFERCNCL: - - - 1 inch = 40 rt. TEL. [phone] / FAX: [phone]
COAtTAU TINP & DEVI UEIPMENT COMPANY Revisions; CMWO Marina.dwg pAM%jOO fOu~ 93 1, o as coa
EMAIL: [e-mail] p.~.. moll

I RELEASE FOR PERMITS ONLY JKA 2/3/00 N CAROo,,, ~
O Q Ci 2 REVISED DIMENSIONS JKA 3/9/00 44..:iossro
I
3 REVISED ALIGNMENT JKA 6/25/01 QQ L
81(x' PILES @ 06. MAX NO. DESCRIPTION BY DATE 15738 =
Revisions a(NQro~'
i..
i ' PROPERTY LIDS
~f 51vmALK
r~ z
2x10 STRINGER 7 s w
J' Zx10 GIRDER (TYP) I o o
N 2a W MO
r' PROPERTY LINE
i FR1Y LIB m 0 a0
i ~ Q O O
PROPERTY LINE OATW-61EE PETAL TI115 511EET U O 0 O W O 0O
Z
Z (n }
347 • / ~ I- Q co U Z
O Q Q IW 0_ O G Q
Imcn 0 0
I4W, Pn AW PILES 14' OL. MAX
/ 13"" PAS 35-d', PLE5 @ 14' MAX-&ION PLES WITH FINGER PIERS Ln N d 00
^ Q
F+-1 Z O
gI77 P S7~ • C J in
r 1~„ ~ O cO V Q M
6~8\ _ U M O
I--1 d S J W W ~
CA W-1 Zo ca)
Z£Z~ rFI~WCU-5EF DETAIL 2
b ~ C'
1 b U' 2 m
S1 S1 O Z
p p 0 O p W w
L O L O
L0
L0 p x O cq
(&HCRlz~ IER-PLN VIEW a ONT AL: 1/8"=1'-0" 3~ U
MAX-ALIGN PILES WITH FINGER PERS_ co
146'-d', PILES @ 7-b" MAX-ALIGN F 15'-d' TYP a
p o 0 0 0 O O O O O O
ATTAL41 OUT5IPE I 6 d
STRINGER TO PILE I6_LAP 8X8
WITH (6) 16d NAILS 23 23 ! I/?" - 5Q. PILE SHINGLES
2x6 DECKING MINI TYP. @ 67AZE$0 ONLY
2x8 STRINGER D LIMIT OF ROOF OERf1"
LIMIT OF DEUCIN6 ffLON
~2) 3/4" ° 2x10 GIRDER (2) 2X10 SAND
= THROUGH °
6GLT5 ° TERMINATE MIPPIR PILE 6E_OW
2 XF) N EVERY PECK LEVEL (TYP ALL SITS)
PILE ROW - 5°6L.OCKING _
tTHROUGH ° OUT ~A/E - @ GR055
w 3GLT5 (TYP) END FLUSH cp d
N ° WITH PILE (TYP.) H, L Z
MEAN HICfl WATER (MrnM- AME MNW (TYP) (2) 2xlo
ROOF PLAN
ROUND TIMMR 2X8 RAFTS 2X8 RAFTERS @ 1(0 O.C. O DEaaN cwreRU: Z a ~
(2) 2XIo 3/1(a" SHEATHING 1. LIVE LOADS USED IN DESIGN Q x
54, PILE SECTION A-A ATTACH ELK STRINGER ANP GA7Itfb0 MP ROOF ....................................................................................................................................................................2OPSF co rr~ U1
15# FELT FIXEDPIER .........................................................................................................................................................4o PSF C x
SCALE: 1 /2"=1'-0° (3) ROWS Of Ibd NAILS @ 6" OL. 6IMP50N5 6IMP60N flit-10 (2) 3/4 THROUGH 2. BASIC WIND LOADS USED IN DESIGN (POUNDS PER SQUARE FOOT) fx ~ ~ ~ Q
A HURRICANE ~GLTS-f5OTt1 PIREGTIONS (MODIFY BY APPROPRIATE SHAPE FACTOR AND COEFFICIENTS) HURRICANE TIE W W ~ O W
SHINGLES o VELOCITY ....................._................................................................................................................................11OMPH p+ Q
1 DECK SECTION SEE PETAL I FOR ADDITIONAL RELVIREMENTS SHINGLE SCALE: NOT TO SCALE FOR PIER WALKWAY GENERAL CONSTRUCTION NOTES: T W
5/4X2 GEI 5/ }X2 CEDAR o 1. REFERENCE PIER SITE PLAN PREPARED BY SUITT a ASSOCIATES, PA. FOR PIER PLACEMENT AND W r OVERALL DIMENSIONS, AND EXISTING WATER DEPTH.
2X12 HEADER
ATTA(,H 6LOCKING TO PLAN 5/4X6 CIE] 5 ~}XG CEDAR 2 NOTCHED INTO PILE SPECIFK ATIDNS: O W o a
PILE AND STRINGER WITH 2X6 5U 2X/6 SLt FACIA WOODENPLU: .-a Z a,
OJERHANO I. A. ROUND PILE: ROUND TIMBER PILES SHALL CONFORM TO ASTM 0.25 WITH A MINIMUM TIP
DIAMETER OF 81NCHES AND A MINIMUM BUTT DIAMETER OF 10 INCHES. E'4 Q
2 B. SQUARE PILES: SQUARE TIMBER PILES SHALL CORNFORM TO ASTM 0.25 WITH A NOMINAL 0 Z
DIMENSION OF 81NCHES SQUARE. a
SHINGLES 2. MINIMUM PILE PENETRATION IN THE BOTTOM SHALL BE 8 FEET.
2x10 GIRDER GONTINll0U5 3. WATER-BORNE PRESERVATIVES SHALL BE AS SPECIFIED IN 7.1 OF ASTM 0-1760. MINIMUM RETENTION p.., 5XB Sq. PILE SHALL BE AS SPECIFIED IN TABLE 3, ASTM D-1760 FOR SALT WATER CONTACT.
TO END OF FINGER PIER
4. THE TOPS OF PILES SHALL BE CUT OFF TRUE AND LEVEL AT THE ELEVATIONS INDICATED ON THE DRAWINGS. ALL PORTIONS BATTERED, SPLIT, WARPED, ETC., OR IMPERFECT IN ANY WAY SHALL BE
(6) 16d NAILS 2x5 STRINGER REMOVED.
EACH END 5. VERTICAL PILES SHALL NOT BE MORE THAN 2% OUT OF PLUMB AND AT CUT OFF ELEVATION, NOT MORE
D6L 2x5 THAN 31NCHES OUT OF PLACE IN HORIZONTAL LOCATION.
6LOGKING SHOULD ANY PILE BE AMGED OR NOT TRA PILE OR PILES SHALLL BE DRIVEN N ITS LACE, AT T ELCONTRACTOR'S EXPENSE. SPECIFICATIONS, AN
(2) 3)14" THROUGH 8 EX
2x6 DECKING DOLTS 7. PRIORTO DRIVING, THE PILE SHALL BE MARKED CONTINUOUSLYAT I FOOT INTERVALWITH PAINTAND
2X/6 PECKING KEEL BEGINNING AT BOTTOM OF PILE.
2X8 (8055 Nww 8. THE CONTRACTOR SHALL MAINTAIN A PILE DRIVING LOG SHOWING PILE DESIGNATION AND BLOWS-
ARGt~D OUTSIDE PILES- PER-FOOT FOR EACH PILE. THE RECORD SHALL BE SUBMITTED TO THE PROJECT ENGINEER.
9. THEPROJECT ENGINEER SHALL BE NOTIFIEDAND SHALL BE PRESENT UPON COMMENCEMENT OF PILE
ROMP TIMBER 314" THROUGH I OQ-T AL SIDES. SEE PETAL I NT5 UF7 JOISTS @ It p" DRIVING OPERATIONS.
PILE (1) @ STRINGER FOR ADDITIONAL REQUIREMENTS (1) @ GIRDER
X'/ I FDr-iFR WOOD FRAMING a. DECKING:
1. ALL WOOD FRAMING AND DECIONG SHALL BE NO. 2 SYP, S.P.T. MINIMUM RETENTION SHALL BE (2) 2X10 f5ANP SPECIFIED BY OWNER.
6EE DETAIL FOR APPrrIGNAL REqJlRMNTS ELEVATION NOTGHEP INTO ION FASTENERS:
FGR PER WNJ(WAY
3 GAZEBO-PLAN 8c DETAILS WALL eE V T I^ N ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED. 2. ALL BOLTS SHALL BE ASTM A 307, OR BETTER.
2 FINGER PIER
St Sl SCALE: 1/4"=l'-O" 00010.DWG /2 = I -o
St S1 SCALE: 1/4//=1'-0"