20110289 Ver 1_CAMA Application_20110328

No" ?
North Carolina Department v` : nment and Natural Resources
Division of ianacdement
Beverly Eaves Perdue Jarr k - son Dee Freeman
Governor Secretarl
20110289
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 25 March 2011
SUBJECT: CAMA Application Review
APPLICANT: Wesley M. Measamer
MAR 2 8 2011
PROJECT LOCATION: Beaufort County, off SR 1182 at 654 E. Bayside Dr. in Bayside Shores
Subdivision on the Pamlico River near Chocowinity, North Carolina.
PROPOSED PROJECT: Applicant proposes to cover an existing uncovered boat lift with a rood, and 2
OWC lifts and a wet slip.
Please indicate below your position or viewpoint on the proposed project and return this form by 14 April
2011. Please contact Kelly Spivey at 252-948-3953, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] i FA} 252-948-0478 Internet www.nccoasta!management.net
Date
An f dual ()pportuniiy Ylffi alive Ac, on En-ploye,
Respond to Doug Huggett
Morehead Citv Office
ogle
No'thC:arolina
A,witral4il
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Wesley M. Measamer
2. LOCATION OF PROJECT SITE: Beaufort County off SR 1182 at 654 E. Bayside Dr. in the Bayside
Shores Subdivision on the Pamlico River near Chocowinity, North Carolina
Photo Index -1995; 99-1046, V6, W6 2000; 99-1125, V 13, W 13 2006; 99-8173, B 14, C 14
State Plane Coordinates - X: 2,588,400 Y: 643,000
. Washington Quadrangle - Lower Right Corner
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 23 March 2011
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -14 March 2011
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -1997 Beaufort County Land Use Plan
Land Classification From LUP - Conservation (water), Rural (land)
(B) AEC(s) Involved: Estuarine Water, Public Trust Area and Coastal Shoreline
(C) Water Dependent: Yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing - on-site septic tank
Planned - N/A
(F) Type of Structures: Existing - residence, bulkhead, pier, platforms, wet slip, uncovered boatlift with
catwalks, PWC lift
Planned - Cover existing boat lift with roof, 2 PWC lifts, one wet slip
(G) Estimated Annual Rate of Erosion: N/A
(H) Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nRPnnPn PIT T rn n'ruCD
(A) Vegetated Wetlands
(404)
(B) Non-Vegetated Wetlands ±600 ft2
Canal Bottom (boathouse, wet
slip and catwalk
(C) Other (Uplands)
covered
(D) Total Area Disturbed: t600ft2 (0.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to cover an existing uncovered boat lift with a roof,
add 2 PWC lifts and a wet slip.
Wesley M. Measamer
Bayside Shores
Beaufort County
Proiect setting
The project site is located off SR 1182 at 654 East Bayside Drive in the Bayside Shores Subdivision
on the Pamlico River near the Town of Chocowinity in Beaufort County, North Carolina. The Bayside
Shores Subdivision is an existing development with lots situated with the Pamlico River and/or Chocowinity
Bay on one side and a man-made canal system located on the other. The lot is approximately 0.35 acres
(15,412 ft2) in size and has approximately 75 linear feet of shoreline on the Pamlico River and 75 linear feet
on a man-made canal. Man-made features on the lot include a single-family residence, impervious driveway,
partial bulkhead on the river shore, 13 5' long pier with 565 ft2 of platform in the river with one wet slip. The
man-made features on the canal side consist of a bulkhead, 375 ft2 uncovered boatlift, 173 ft2 of platform
(which includes a 12' by 6' floating platform) and a swing personal water craft (PWC) lift adjacent the
bulkhead. The 12' by 6' floating platform is currently used by the homeowner to provide access for
maintenance of the boat. CAMA General Permit No. 52765-B was issued on 4 August 2009 for the
construction of the wet slip, uncovered boatlift and PWC lift. The total number of existing slips is three. The
lot is approximately 3.0' in elevation above the normal water level. The water depth in the existing boat lift
slip is f4.0'. The lot is mostly vegetated with lawn grasses and ornamental shrubs.
The adjacent property, upstream and downstream are both developed with single family dwellings.
Both adjacent properties have a bulkhead and boathouse on the southside of the lot in the canal. The
downstream property has a pier in the Pamlico River and its shoreline is stabilized with a bulkhead. The
upstream property has no shoreline stabilization in the river nor does it have a pier. Both the adjacent
properties are similarly vegetated with lawn grasses and ornamental shrubs.
The Pamlico River is classified as SB NSW by the Environmental Management Commission at the
project site. The Pamlico River at this location is Coastal Waters and is not open to shell fishing.
Proiect description
The applicant proposes to cover the existing uncovered boatlift with a 36' by 17' (dripline) roof in
order to accommodate the existing boatlift and the addition of 2 PWC lifts. The applicant also proposes to
install one 14' by 14' wet slip adjacent the pier located in the River. The existing catwalk along the outside
of the proposed boathouse drip-line will be removed which totals f 16 W.
Anticipated impacts
The project will result in localized turbidity as a result of the installation of the PWC Lifts and wet
slip. Approximately 1.0' of the boathouse roof drip-line will be located over uplands. Therefore, the
existing catwalk and proposed cover on the existing boat lift will result in the shading of 598 ft2 of canal
bottom. The addition of the three fixed slips will bring the total number of slips for this property to six.
Kelly Spivey - 24 March 2011
February 15, 2011
Wesley M Measamer
654 E. Bayside Drive
Bayside Shores
Chocowinity NC 27817
RE: Proposed Boat House
Project Narrative
The proposed boat house is needed for our river house to store our 22' ski boat and two 10' jet
skis. The boat and jet skis are used each summer by our family of four. The proposed boat house
will provide the needed protection from the elements for the watercraft to prevent sun and rain
damage. This boat house will cover the existing boat lift and allow for a covered jet ski lift. Our
plans call for the boat house to match the existing house in materials and color.
We are also requesting to set two piling on the river side of our property. We currently have two
pilings which are used to tie off the ski boat during the day and prevent damage from the boat
hitting the pier. The second requested set is for our day guests to tie up their boat and avoid
damage from hitting the pier.
Thank you for your time and consideration. Please do not hesitate to contact me with any
questions or if any additional information is needed.
Wesley M. (Marty) Measamer
654 E. Bayside Dr
Chocowinity NC 27817
(252) 71 -9791
r'
r
?' I
2 0 1 10289
DCM MP-1
APPLICATION for
Mayor Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Applicant 1: First Na
esl a
e MI
1.? Last Name
/ eW#-M'cr
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address //
4ad 6 JJd?R Q!1 RA PO Box City
I 6XeAVI(le State ,
NL
ZIP
aA 58 Country Phone No.
)5? - 7n- q,7q ( ext. FAX No.
?? - 353
Street Address (if different from above) City State ZIP
Email
w ?? embar? 1, cord
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address ' PO Box City / Stat
>
ZIP
11 C J, Phone No. 1 ext. Phone No. 2
ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
2552-808-2808 .. 1-888-4RCOAST ., www.necoastaimanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
eaLRvr? Street Address
?s 4Q -' 14e State Rd. #
16 -
Subdivision Nam
??
? City
C?dcdvl?
-? State
?1C Zip ^
- ? lJ
?es
e S
A st ?
Phone No. Lot No.(s) (if many, attach additional page with list)
a(?? - ('?(
I / 1 ` ext.
I
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project

c. Is the water body identified in (b) above, natural or manmade?
Natural []Manmade []Unknown d. Name the closest major water body to the proposed project site.
^?
tL° tutr
la
e. Is proposed work within city limits or planning jurisdiction?
[]Yes NNo f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.

4. Site Description
a. Total length of shoreline on the tract (ft.)
om
'
t
1 b. Size of entire tract (sq.ft.)
ar, t
,
s
75 aA 6axA s ?a
c. Size of individual I t ) d. Approximate elevation of tract above NHW (normal high water) or
15,411 / l4 NWL (normal water level)
(If many lot sizes, please attach additional page with a list) ?NHW or XNWL
e. Vegetation on tract

f. Man-made features and uses now on tract I
Rc 5% tw f

g. Identify and describe the existing land uses adjacent to the proposed project site.

h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
P(
tes ?No
NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes JETNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ?No NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes No ?NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes No
(ii) Are there coastal wetlands on the site? ?Yes ?No
JJ
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes?
No
(Attach documentation, if available)
n. Describe existi
g wastewater treatment facilities.
n
5c
o. Describe existing drinking water supply source.
C(?v 4 W&? V
p. Describe existing storm water management or treatment systems.
d Af-
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Govemment
91rivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.

c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored
.
WIIS ?E?f???? -

S

have
5?? ?? C?('It?ew 4

d. List all development activities you propose.
?
- ??
<
P
??
s
?64 ?Vtj<. a Pd
<
e. Are the proposed activitie maintenance of an existing project, new work, or both?
k
ea.-, vur
f. What is the approximate total dist rbed land area resulting from the proposed project? ?Sq.Ft or ?Acres
dne.
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes o ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
'
4
?v
4-(e ??A
L Will wastewater or stormwater be discharged into a wetland? ?Yes No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes 47
No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
252-803-2808 . '5.888-411COAST .. www.necoastaimanagement.net
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application: Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name / ftrf?tS p f/( Phone No 9 3Y A q?
Address 1
'lt7d 1 ?? I??JW1A?t1? no
Name /vg'L t1 rSQC (_ Phone No. ash q4(, I )DS
Address W. &Jt(4 IJr GV1JL441?I&1- AJ6 )1o 017
Name Phone No.
Address
g. A list of previous state or federal p rmi issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
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 i tr thful to the best of my knowledge.
Date Print Name GS, e oks'- /`
Signature *? AC-_
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
*CM MP-4 Structures Information
25',4-80`-2808 .. 1-888-41IRCOAST -, www.necoastaimanagement.net
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-4. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS []This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial []Public/Government Private/Community []Yes kNo
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes N-No
(ii) Number r If yes:
(iii) Length (ii) Number
(iv) Width (iii) Length
(v) Floating jr'es ?No (iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes $?No f. (i) Are Boatlifts included? es ?No
If yes:
(ii) Number If yes:
(ii) Number '
7
(iii) Length '/,
(iii) Length V L
(iv) Width (iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
(i) Number of sli
s proposed
g
P+r IN
h
Check all the t
f
i
t
b
id
d
.
p .
ypes o
serv
ces
o
e prov
e
.
? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
3 ? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
[] Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
Kopen water; no dredging required
[]Other; please describe:
(ok)
1 +
?S of less
k. Typical boat length:
m. (i) Will the facility have tie pilings?
0 yes ?No
(ii) If yes number of tie pilings?
??k1ctS?n
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Ur ru" ? ?
1. (1) Will the fadlit e open to the general public?
?Yes ?No
252-808-2808 :: 4-883-4RCAASTT :: www.nccOnSt3lManagement.net revised: 12/27/06
Forir6'1 ACM MP- (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS his section not applicable,
I X-T
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127106
r
Fermi 0CM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) []This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial i Public/Government rivate/Community
(ii) Number _
(iii) Length
Y
(iv) Width_
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) (his section not applicable
a. (i) Number 1
(ii) Length
(iii) Width
5. BREAKWATER (e.g,, wood, sheetpile, etc.) his section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
[]Commercial []Public/Government ,Private/Community
c• Distance to be placed beyond shoreline _
Note: This should be mews"-,' f-m march prim if nrpcpnt
This section not applicable
b. Number
t
d. Description of buoy (color. inscrint-n ?o _„?r orn
r\ ? I
e. Arc of the swing
252-808-2808 :: 1-886 4RCOAST :: www.necoastaimanagement.net revised: 12127106
Form DCM IMP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
_ V
e. (i) Will navigational aids be required as a result of the project?
?Yes No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
d. Water depth at waterward end of structure at NLW or NWL
3
8. OTHER
This section not applicable
a. Give complete description,
a\f\s
Li 1 ? ? 5 ?t S
( d ) V't1tn?? ?C± t eSkL' d(r t2!r fit G'P
Date
Proje Ume
S? C { ?a'?1fi
Applican fl? me a
l Jl
Applicant Signatur
252-808-2808 :: 1-88'-'-4RCOAST :: wuvw.necoastaimanagement.net revised: 12127106
baCAMA / ? DREDGE & FILL NY 5Ma
GENERAL PERMIT Previous permit #_ a
)(New ?Modification ?Complete Reissue ?Partial Reissue Date previous permit issu d_ cr
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC ??' ?? [ARules attached.
ppli&?it Name_ _&1, `` ? TS4 0 C 7 Project Location: CountyI a,.> &A
Street Address/ Stat
4 r-ess e Road/ Lot #(s) t:)W l?
d8 ?? O?-- r - -- - --
G ?^c rL l? State t? ZIP 278J0 C-_? (,`sq ?•c 'f)i
Phone # (Sa) 7\7- `1? ':# {__ ) Subdivision Tcii?er?
Authorized Agent r City 7CS>Ev, , k ZIP 7 f 1
El CW VEW ;9-PTA ? ES ? PTS Phone # ( ) River Basin /C ? - /! /K?i t G
Ad El OEA [I HHF [I lH El UQA El N/A
AEC(C{s): Adj. Wtr. Body m^^ MJe A&J`", /unkn)
? PWS: ? FC: j / ?? r CrJ
nRW vpK /,,? PNA ves //15'0 Crit.Hab. yes / no Closest Maj. Wtr. Body
Type of Project/ Activity 1-1a 1/1
(Scale: A jc?,&? )
Pier (dock) length
t
Platform(s)
- - ,!11 t 4 vQ t i I
I ' 1
I
_ t
ry
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t ,_ r _ fJ I'n? _j § j ?r?
t?j a I
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Basin, channel
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I 1 3
cubic yards -^ I I i
- i
Boat ramp ?1
--- - ------ --
r I
T
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14 -Y --- -
1 t
I O I I I
4-W _4 I
Shoreline Length
i CIF kc..51 ?\??
p ! - -
i - t
i
W
{.._
I_
{
Finger pier(s) -- ,313
? ^- 4 Groin length
number
A building permit may be required by: See note on back regarding River Basin rules.
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Agent p ant Printed Name
Boathouse oatl' ??
Beach Bulldozing
"`-
Other
,
tt i
S,oy. not sure yes
Sandbags: not sure yes ?to
Moratorium: n/a yes ro
Photos: no
? .
Waiver Attached: yes no
Notes/ Special Conditions _
Signal e ** Please read compliance statement on back of permit
Application Fee(s) Check #
Per tOf Of?Cs Signature
:Issuing Date Expiration Date
Local PlanningJunsdiction Rover File Name

17 D COLUMNS
20-0- SLIP - -STING WOO
N BpY1 FOR ESTING SLIP
BOAT
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o

LIP 82 NEW WOOD COLUMNS
eaT t FOR NEW BOAT SLIP
Y

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eecnoNZ EXISTING
HOOD PIER RATER DEPTH)
M
sECnaNs
?
? CHOCOWINITY
BAT -

NWL WATERLINE WOOD BULKHEAD NWL WATERLINE
ON'SHORfiLINE ON SHORELINE

181-T
GRASS
uwN
4
+/- 0.35 ACRE LOT
ASSUMED LOCATION -?
OF CORNER MARKER
ASSUMED PROPERTY
BOUNDARY LINES
WOOD STAIRS
UP TO DECK
rv ELEVATED
WOOD DECK
y
NT LOT •'-z
ADJACENT LOT
01 NTIAL
ONE STORY b RESIDENTIAL
4 ELEVATED 1
9
bb
ry

I
u_•?_c_.1 „ t
-',CONCRETE'.
GRASS DRIVEWAY GRASS
LAWN LAWN
4
- iBAYSIDE• DRIVE'
DRIP LINE OF NEW
ygOD
WN BOAT SHELTER EXISTING
LA
BULKHEAD POLE MOUNTED
EXISTING
36'-0' NEW SMELTER JET SKI LIFT
FLOATING
e'-3' T-T 12'x• lo-/ DOCK 1218' •SWNG IN* TYPE
S'SIP #5 WOOD BULKHEAD
??
? .E-r-aG u-ani uFT
b
I? P Y/ Z
I
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?? ewr uFrUFr ? u, f?` SLIP $3
SLIP r6 -f 3 ?ET.sw uFr
M JEf3p LIFE - _ _ _ Z
EXISTING WOOD VWLKWAY J
CANAL WATER WAY ?-^
PORTION OUTSIDE OF 18'V4DE NEW WOOD COLUMN
BOATHOUSE TO BE REMOVED
CATWALK
NEW WOOD COLUMNS
EXISTING WOOD COLUMNS
W BOAT LIFT HOIST ABOVE
j
SITE PLAN DE7H
"
SCALE: 1
= 20'-0"
Sheet 1 of 1 3.11-2011
Jonathan Peaden Compan NEW BOAT SHELTER FOR:
y Wesley Messamer
Jonathan Peaden
3712 Ivy Road Mobile [phone] East Bayside Drive
Chocowinity, NC 27817
Greenville, NC 27858 jpeadsn®embargmail.com merty®wmmcpa.com

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4747 NC Hwy. 42 Wee[
M_IwfieM. No-Cem, 27852
V252.813.3491 F2522272850
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Site: LT 64 & R/W BAYSIDE SHORES S/D NO-5
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Property Details:
PIN 1 112017591 GPIN 1 15684-82-5708
GPINLONG 5684-82-5708 NAME1
NAME2 MEASAMER WESLEY M ADDR1
ADDR2 5 ly?+ CITY GREENVILLE
STATE NC 1 1ZIP 27858
PROP-ROAD BAYSIDE DR ACRES 0
ACCT_NBR 893566 MAP-SHEET 1 1568400
NBR_BLDG 6 DATE =] 5/28/2009
DB_PG 1686/0770 LAND_VAL 777 F160500
BLDG_VAL 197533 DEFR_VAL 0
TOT_VAL 358033 NBHD_CDE 1 1 BAYSS
INBHD_DESC BAYSIDE SHORE SUB_CDE 146
SUB_DESC BAYSIDE SHORES #5 S/D STAMPS 0
SALE-PRICE 0 ZONE
LAND-USE DISTRICT 12
PROP_DESC LT 64 & R/W BAYSIDE SHORES S/D NO-5 MBL 568400354
EXMPT_PROP EXMPT_AMT 0
I ROAD-TYPE 1 1R
CENSUS_B:L
PREVASSESS 0
DISCLAIMER. These maps and information either in digital or hardcopy format are provided solely as a public service and they do not meet surveying accuracy standards. This map
data is prepared from the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of any maps
generated on this site are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained on any maps. The
county of Beaufort assumes no legal responsibility for the information contained on these maps.
Page 1 of 1 8/27/2010
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for construction, and follow all traffic safety precautions. This is only to he used as an aid in planning.
Page 1 of 1 3/3/2011
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WOOD DECK
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ART
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o RESIDENCE
EXISTING WOOD COLUMNS
FOR EXISTING BOAT SLIP
NEW WOOD COLUMNS
FOR NEW BOAT SLIP
G 36" WATER DEPTH
CHOCOWINITY
B A-Y----
WOOD BULKHEAD
ASSUMED LOCATION
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ASSUMED PROPERTY
BOUNDARY LINES
X
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ON SHORELINE
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Approximate -
Site Location
VICINITY MAP
NEW P.T. 2-2x8 BEAM 4'x5x3/8" PLATES 8
NEW P.T. 10 DIA. COLUMN 1" DIA. H.D. GALV. BOLTS
OVER EXISTING COLUMN
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WOOD BULKHEAD
NEW P.T. 10 DIA. COLUMN
SUBMERGED IN WATER
ELEVATION INTO SOLID FOOTING BELOW
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NEW BOAT SHELTER
1 r_o"
NEW WOOD ROOF
TRUSSES AS SHOWN
wlASPHALT SHINGLES 12
s
NEW P.T. 2-2x8 BEAM ?'---- VA" TYP
NEW P.T. 10 DIA. COLUMN
n OVERHANG
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4 ;BAYSIDEe DRIVE p .
DRIP LINE OF NEW
GRASS
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BOAT SHELTER
WOOD
LAWN POLE MOUNTED
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36'-0" NEW SHELTER EXISTING JET SKI LIFT
FLOATING "SWING IN" TYPE
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NEW WOOD COLUMNS EXISTING WOOD COLUMNS

TER DEPTH
SITE PLAN -/ SCI' J W/ BOAT LIFT HOIST ABOVE
"
'
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SCALE: 1
= 20
-0
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1 SCALE: V = 10'-0"
NEW BOAT SHELTER IN CANAL
EXISTING
WOOD PIE
AVG.BOTTOM
NORMAL
WATERLINE
AVG.BOTTOM
SECTION 2 SCALE: V= 10'-0"
EXISTING 8 NEW BOAT SLIPS IN BAY
GRAPHIG SCALE (I INCH = 20 FEET)
20' 15' 10' 5' O 20' 40'
NOTE: 51TE DRAWN FROM FIELD MEA5UREMENT5 TAKEN
FROM 51TE ON OCTOBER I, 2010. ACGURAGY OF
PROPERTY LINE 1% OF SHOWN DIMENSIONS, ACGURAGY
OF 5TRUCTURE5 0.25% OF SHOWN DIMENSION5.
0 2 P 9
Sheet 1 of 1 3-11-2011
Jonathan. Peaden Company
Jonathan Peaden
3712 Ivy Road
Greenville, NC 27858
Mobile [phone]
[e-mail]
NEW BOAT SHELTER FOR:
Wesley Measamer
654 East Bayside Drive
Chocowinity, NC 27817
[e-mail]
MAR 2 8 2011
!MED
D E 5 1 G N
BUILDING DESIGN & DRAFTING SERVICES
X-813-3491
MHD Design, Inc.
Mac Morgan
4747 NC Hwy. 42 West
Macclesfield. North Carolina 27852
V252813,3491 F252.827,2850
m morgangm hddesign.com
www.mhddesign.com
EXISTING COLUMNS
EXISTING WOOD WALKWAY
PORTION OUTSIDE OF
BOATHOUSE TO
BE REMOVED
NORMAL
- WATERLINE
20'-0"
SLIP #1
N BOAT
T-0" 6-0" 7-4" T-0"
T
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O
EXISTING
WOOD PIER
SECTION 2
r NWL WATERLINE
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0
0
18'-0"
w
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SLIP #2
v - BOAT
O
20'-0"
GRASS
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+/- 0.35 ACRE LOT
35'-4"
0
0
N
NT LOT a 2
NTIAL
0
0
O
N
ELEVATED
WOOD DECK
ONE STORY
ELEVATED
RESIDENCE
i
SECTION 2
CHOCOWINITY
BAY ---
WOOD BULKHEAD
ASSUMED LOCATION
OF CORNER MARKER
ASSUMED PROPERTY
BOUNDARY LINES
'IV%
WOOD STAIRS
UP TO DECK
2,.
NWL WATERLINE
ON SHORELINE
s
N
_ 5'-2"
N ADJACENT LOT
RESIDENTIAL
j_ I?
0
ip (O
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2-4 23'-4„

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',CONCRETE
GRASS DRIVEWAY GRASS
LAWN

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r a LAWN
P
o ?

• P
' ;BAYSI°DEe DRIVE A .
DRIP LINE OF NEW
WOOD GRASS BOAT SHELTER EXISTING
BULKHEAD LAWN POLE MOUNTED
36'-0" NEW SHELTER EXISTING JET SKI LIFT
FLOATING "SWING IN" TYPE
8'-3" 7'-7" 12'-4" T-10" DOCK 12'x6'

w
SLIP #5 uJ
-?? JET-SKI LIFT
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EXISTING WOOD WALKWAY T
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PORTION OUTSIDE OF =

WOOD COLUMN N?
BOATHOUSE TO BE REMOVED
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NEW WOOD CO LUMNS XISTING WOOD COLUMNS
SITE PLAN w/ BOAT LIFT HOIST ABOVE
TER DEPTH
"
'
"
SCALE: 1
= 20
-0

y wR
Approximate -
Site Location
VICINITY MAP
NEW P.T. 2-2x8 BEAM 4"x5'x3/8" PLATES &

I
NEW P ,T. 10 DIA. COLUM
N

1" DIA. H.D. GALV. BOLTS
OVER EXISTING COLUMN
CONNECTED w/ H.D. GALV. "T1-11 "TYPE WOOD SHEATHING
WALL AS SHOWN, ALL 4 SIDES

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I
c?
m
N
iq

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D
- - -
I I
1 L___ _ . 1 .. L
SLIP #4 SLIPS #5 & 6
a,
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w
II I I II
EXISTING GRADE LINE
WOOD BULKHEAD
NEW P.T. 10 DIA. COLUMN
SUBMERGED IN WATER
ELEVATION INTO SOLID FOOTING BELOW
SCALE: 1" = 10'-0"
NEW BOAT SHELTER
17•_0.•
NEW WOOD ROOF
TRUSSES AS SHOWN ^B
w/ASPHALT SHINGLES
NEW P.T. 2-2x8 BEAM 1'40" TYP.
NEW P.T. 10 DIA. COLUMN OVERHANG
OVER EXISTING COLUMN x
CONNECTEDw/ H.D. GALV. U
4"x5'x3/8" PLATES &
1" DIA. H .D. GALV. BOLTS -tin
------ EXISTING COLUMNS

7
- EXISTING WOOD WALKWAY
PORTION OUTSIDE OF
"TI
11"TYPE WOOD BOATHOUSE TO
EXISTING GRADE LINE
WOOD BULKHEAD - -
SHEATHING WALL AS I REMOVED
SHOWN, ALL 4 SIDES
NORMAL
n WATERLINE
i

AVG. BOTTOM
SECTION 1 SCALE I"= 10'-0"
NEW BOAT SHELTER IN CANAL
EXISTING
WOOD PIE
NORMAL
WATERLINE
?- AVG. BOTTOM
SECTION 2 SCALE 110'-0"
EXISTING & NEW BOAT SLIPS IN BAY
GRAPHIC, 5GALE (I INCH = 20 FEET)
20' 15' 10' 5' 0 20' 40'
NOTE: 51TE DRAWN FROM FIELD MEA5UREMENT5 TAKEN
FROM SITE ON OGTOBER 1, 2010. ACCURACY OF
PROPERTY LINE 1% OF SHOWN DIMENSIONS, ACCURACY
OF STRUGTURES 0.25% OF SHOWN DIMENSIONS.
D
V
DESIGN
BUILDING DESIGN 6 DRAFTING SERVICES
2von2-813 -3491
Sheet 1 of 1 3-11-2011
Jonathan Peaden Company
Jonathan Peaden
3712 Ivy Road Mobile [phone]
Greenville. NC 27858 ineadPnna Pmhnrmmnil enm
EXISTING WOOD COLUMNS
FOR EXISTING BOAT SLIP
NEW WOOD COLUMNS
FOR NEW BOAT SLIP
36" WATER DEPTH
NEW BOAT SHELTER FOR:
Wesley Measamer
654 East Bayside Drive
Chocowinity, NC 27817
[e-mail]
MHD Design, Inc.
Mac Morgan
4747 NC Hwy. 42 West
Macclesfield, North Carolina 27852
V 252 B13.3491 F 252B272850
mmorganCmhddesign.com
www.mhddesign.CDM