20090427 Ver 1_CAMA Permit Application_20090415

ALTril-WAXA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
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: 13 April 2009
SUBJECT: CAMA Application Review
APPLICANT: Henry Carl Spruill
Dee Freeman
Secretary
09-0427
Respond to Doug Huggett
Morehead City Office
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WERANDS AND Sc i On" nr=TLR R,%,%3jCN
PROJECT LOCATION: 73 Waterfront Road off SR 1234 at Taylor's Beach on Albemarle Sound
near Columbia in Tyrrell County, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct ±223' of bulkhead, rip rap shoreline
stabilization, rip rap groin and expand existing platform with a total of 6 slips.
Please indicate below your position or viewpoint on the proposed project and return this form by 4 May
2009. Please contact R. Kelly Spivey at 252-948-3853, 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 Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
North Carolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Henry Carl Spruill
2. LOCATION OF PROJECT SITE: At 73 Waterfront Road off SR 1234 at Taylor's Beach on Albemarle
Sound near Columbia in Tyrrell County, North Carolina
Photo Index - 2006: 130-6944; 1-13, 2000: 130-1533; 1-13,14
State Plane Coordinates - X: 2,797,800 Y: 813,600 GPS Rover File: I033109A
Columbia West Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 31 March 2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 30 March 2009
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP - Community (land), Conservation (AECs, wetlands)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Individual septic tank and drain field
Planned - N/A
(F) Type of Structures: Existing - House, out building, carport, pier, bulkhead, and
deteriorated wooden breakwater
Planned - replacement bulkhead, rip rap, groin, pier expansion, 6 slips
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Phra m?
spy) ±855 ft2
riprap
(B) Non-Vegetated Wetlands ±2,200 ft2 ±1,234 ft2

Sound bottom backfill shaded
±1,024 ft2
riprap
stabilization
(C) Other
Highground
(D) Total Area Disturbed: ±0.12 acres (±5,313 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct ±223'of bulkhead, rip rap shoreline
stabilization, rip rap groin and expand existing platform with a total of 6 slips.
Carl Spruill
Tyrrell County
Project setting
The project site is located at 73 Waterfront Road off SR 1234 at Taylor's Beach on
the Albemarle Sound near Columbia in Tyrrell County, North Carolina. The property is
owned by Mr. Henry Carl Spruill.
The site is ±200' wide adjacent the Albemarle Sound and is ±144' deep and is
comprised of two 100 lots. The actual linear footage along the shoreline is ±222'. Existing
development on the site consist of a double wide trailer, free standing carport, utility
building, wooden bulkhead, pier with a ±16'4" by ±24' L-head platform with 2 fixed wet
slips, and a deteriorated wooden breakwater ±57' offshore. The aforementioned bulkhead
is stable but the upstream half is in need of repair or replacement.
Vegetation on the lot consists of mixed hardwoods including several cypress trees
upland grass, ornamental shrubs and Phragmities spp.. The Phragmities spp. is located
water ward of the existing bulkhead on the downstream (east) portion of the property.
Elevation on the tract is approximately 3.0 feet above Normal Water Level. Water depths
near the terminal end of the existing pier are approximately -4.0'.
The site is bordered on both sides by developed single-family residential lots with
bulkheads and piers. The upstream (west) property bulkhead alignment extends waterward
from the shore for a distance of approximately 60' before the alignment turns upstream,
basically forming a very large corner approximating 90 degrees. The alignment of this
bulkhead parallel to the shoreline approximates the deteriorated wooden breakwater. The
bulkhead on the downstream property is located landward of the project site bulkhead by a
distance of ±18'.
Albemarle Sound in this area is classified SB by the Environmental Management
Commission and is not open to shellfishing. No submerged aquatic vegetation (SAV) was
observed during the 31 April 2009 field investigation.
Project description
The applicant proposes to replace the existing bulkhead with a new ±223' long vinyl
or steel sheetpile bulkhead. This alignment will place the new bulkhead on average ±11'
waterward and a maximum distance of ±22' waterward of the existing bulkhead.
Approximately 203' linear feet of riprap is proposed waterward of the new bulkhead.
This rip rap will extend 8' into the Albemarle Sound on a slope of 2:1. A ±25' long riprap
groin with a base width of 15' and 2' above Normal Water Level is proposed ±15' from the
downstream property line. This groin as well as the riprap for shoreline stabilization will
impact Phragmities spp. for a distance of ±75' along the east end of the bulkhead.
The existing L-Head platform will be increased to ±31'8" by ±24'. The applicant
proposes 2 - ±10' by ±25' boat lifts, 3 - ±10' by ±24' wet slips and one jet ski lift. The total
number of slips proposed is six. Additionally a ±2' by ±28' finger pier will be located
between two boat slips
Anticipated impacts
The project as proposed will result in the filling of ±2,200 ft2 of sound bottom
waterward of the existing bulkhead. Approximately 855 ft2 of an area sparsely vegetated
with Phragmities spp. will be filled as a result of the installation of rip rap for shoreline
stabilization and rip rap groin. The additional platform square footage will result in the
shading of approximately ±1,234 ft' of Sound bottom. This is an increase of approximately
±422 ft2. No new impervious surface is proposed with this project. The project will result in
localized turbidity as a result of the construction activities.
Kelly Spivey - 8 April 2009
NARRATIVE
HENRY CARL SPRUILL
MAJOR CAMA PERMIT APPLICATION
TYRRELL COUNTY
February 22, 2008
Mr. Spruill proposes to increase the size of his pier deck to the maximum 812 feet allowed (based on
203 feet of shoreline) and to install a jet ski lift, two boat lifts and three boat slips. Mr. Spruill owns two
boats himself which would be kept on the lifts. The three boat slips are to accommodate week end guests
and visiting friends.
The Spruill lots front on the Albemarle Sound. Long fetches (several miles) of open water create a high
energy environment in which the long term storing of boats must be done on lifts. This high energy
environment causes a high maintenance expense on bulkheads.
In addition to the above Mr. Spruill desires to repair the existing rapidly deteriorating wood portion of
his bulkhead by moving the west end out toward the Albemarle Sound a Distance of 21.6 feet. This will
produce a 90 degree angle with Mr. Helms bulkhead and mitigate the high rate of wear and tear on the
pinched angle (less than 90 degrees) which forces a lot of wave action to converge on both the Helms and
Spruill bulkheads. The new bulkhead would extend only two feet water ward at the east end of the Spruill
lot making the average bulkhead extend 13 feet toward the Albemarle sound. The existing bulkhead is
irregular in alignment.
In order to further deal with bulkhead maintenance and over wash problems Mr Spruill proposes to raise
the new bulkhead about one foot and place stone rip rap in front.
Mr. Spruill understands the present Coastal Area Management policy is to allow only enough space
between the new and old bulkheads to be able to construct the new bulkhead without having to dismantle
the old bulkhead. There is a wood breakwater (shown on the plans) that has been in place for more than 30
years. This break water presently provides substantial protection to the bulkhead. However, this break
water is rapidly deteriorating and when gone (in about two years) will allow a very harsh, high energy and
destructive environment (operating with a Bay of Fundy effect) to pound the present bulkhead.
t
?1
IN MP-1
nrrucnnox for
09-0 42
Mayor Development Permit
(last revised 12/27/06) 7
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
None CARL SPRUILL
Applicant 1: First Name MI Last Name
HENRY CARL SPRUILL
Applicant 2: First Name MI Last Name
NONE NONE NONE
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
161 WELLMAN STREET NONE Norfolk VIRGINIA
ZIP Country Phone No. FAX No.
23502 USA 757 - 449 - 7000 ext. N/A - -
Street Address (if different from above) City State ZIP
NONE None NONE NONE-
Email
2. Agent/Contractor Information
Business Name
Hood Richardson, Pa
Agent/ Contractor 1: First Name MI Last Name
HOOD L RICHARDSON
Agent/ Contractor 2: First Name MI Last Name
NONE N/A NONE
Mailing Address PO Box City State
110 WEST SECOND STREET NONE Washington NC
ZIP Phone No. 1 Phone No. 2
27889 252 - 975 - 3472 ext. N/A N/A - - ext.
FAX No. Contractor #
252 975 3751 N/A
Street Address (if different from above) City State ZIP
N/A N/A N/A N/A -
Email
[e-mail]
? \i?yjv?tr<Form continues on back>
_ y?=fin C,L?R,LI?

' Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
TYRRELL 73 WATER FRONT ROAD SR 1234
Subdivision Name City State Zip
TAYLOR ALBEMARLE SHORES COLUMBIA NC 27925-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 394 - 6015 ext. NONE 18, 19, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
PASQUOTANK ALBEMARLE SOUND
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown ALBEMARLE SOUND
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
TYRRELL
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
203 FEET 0.53 ACRES, 23,086 SQUARE FEET
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
12632 AND, 10454, SQUARE FEET, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 3 FEET ?NHW or ®NWL
e. Vegetation on tract
YARD GRASS, TREES
f. Man-made features and uses now on tract
DWELLING, STORAGE BUILDING, CAR PORT, BULKHEAD, PIER, FENCING
g. Identify and describe the existing land uses adiacent to the proposed project site.
RESIDENTIAL SUBDIVISION LOTS ON BOTH SIDES AND ACROSS STREET.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NOT ZONED (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom? N/A
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>
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site?
?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No
(Attach documentation, if available)
252-3033- 1208a - 'l- 38- ' CAST - t wv4.nccoastaimanigement.net
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
Describe existing wastewater treatment facilities.
GROUND ABSORPTION. SEPTIC TANK
o. Describe existing drinking water supply source.
PUBLIC WATER
p. Describe existing storm water management or treatment systems.
SHEET FLOW OVER GRASS
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
RESIDENTIAL ENJOYMENT OF WATER DEPENDENT ACTIVITIES SUCH AS FISHING, WATER SKI, AND SWIM
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.
BACK HOE, PILE DRIVER, TRUCKS
d. List all development activities you propose.
RE ALIGN BULKHEAD, INCREASE SIZE OF DECK TO 816 SQUARE FEET (24'X 31'8" PLUS A 2'X28' FINGER PIER),
ADD THREE BOAT DOCKS, ADD JET SKI DOCK, ADD TWO BOAT LIFTS, AND INSTALL 203 FEET OF STONE RIP
RAP, AND ONE ROCK GROIN.
e. Are the proposed activities maintenance of an existing project, new work, or both? BOTH
f. What is the approximate total disturbed land area resulting from the proposed project? 4018 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
SURFACE WATER RUN OFF
i. 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 ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property 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.
"!52-808-233 .- 't-3 3 --11 - A,"S .. Wv'Vw.nccoastalsa an agemen't.net
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 RONALD HELMS
Phone No. 252-796-4744
Address 35 WATER FRONT ROAD, COLUMBIA, NC 27925
Name CATHERINE HOWELL
Phone No. 252-796-4259
Address 95 WATER FRONT ROAD, COLUMBIA, NC 27925
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA GENERAL PERMIT #58077-B.
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 is truthful to the best of my knowledge.
Date b) l ?1 `a Print Name HENRY CARL SPRUILL 1'24J ?-
Signature
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
®DCM MP-4 Structures Information
52-803-280 3 ,. 1-83 i- RCOAST vv?r v.?? ra?? airnarm a s?=rn?. €??
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
252-308-220,3 _3 3-4 _ AST rluv vors? ?n?s3?Er?z?r????an ?a?.n?
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)
Length 25
Width 15
Avg. Existing
Depth NA NA
Final Project

Depth NA NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
e. (i) Does the disposal area include any 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 ?SS
?WL ?None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
252-808-2508 ,t 1-888-4BC A T ;. avw.rmccoastsalmanag M n#. nct re+ri=cu: 12!26/06
,nd g=ill, per,.., .
a. Type of shoreline stabilization: b. Length: 223 FEET OF VINYL OR STEEL BULKHEAD
®Bulkhead ®Riprap ?Breakwater/Sill ?Other: Width: STONE RIP RAP 8 FEET
c. Average distance waterward of NHW or NWL: 11 FEET FOR THE d. Maximum distance waterward of NHW or NWL: STONE RIP RAP
BULKHEAD AND 8 FEET FOR THE RIP RAP. 9 FEET, 22 FEET FOR THE BULKHEAD (NWL).
e. Type of stabilization material:
203 FEET OF VINYL OR STEEL SHEET PILING AND 250 FEET
OF STONE RIP RAP.
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 2018 Riprap 2000
Breakwater/Sill N/A Other N/A
i. Source of fill material.
OFF SITE
h. Type of fill material.
GRANITE RIP RAP, AND GRANULAR SOIL FILL BEHIND THE
BULKHEAD.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 148 CU. YD.
(iii) Dimensions of fill area 200'X 8'
(iv) Purpose of fill
STONE RIP RAP FOR SHORE LINE STABILIZATION.
5. GENERAL
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
(ii) Describe the purpose of the fill in these areas:
290 SQUARE FEET OF SOIL FILL BEHIND BULK HEAD.
375 SQUARE FEET OF RIP RAP FOR GROIN
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
BUILD BULKHEAD FIRST BACK HOE, PILE DRIVER, TRUCKS
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
N/A
-3 1 j- P
Date plicant na ure
CARL SPRUILL
Project Name
HENRY CARL SPRUILL
P
plicant Name
252-308-2808 - 1-888-41RCOAS ;. v.:_ _cc :xs*-1 .:^r. r en fat rse revised.- -12!26f06
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application 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 EPrivate/Community ?Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ?No
(ii) Number N/A If yes:
(iii) Length (ii) Number 1
(iv) Width (iii) Length 28
(v) Floating ?Yes ®No
(iv) Width 2 FEET
(v) Floating ?Yes ENo
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ®Yes ?No
If yes: If yes:
(ii) Number ONE (ii) Number 2
(iii) Length 31'8" (iii) Length 25
(iv) Width 24 (iv) Width 10
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided,
6, 2 BOAT LIFTS, 3 WET SLIPS, ONE JET SKI LIFT ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
NONE ? 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:
NONE
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
MIXED, WEEK END GUESTS
k. Typical boat length: 25 FEET
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
15 PILINGS AT THE DOCKS
1. (i) Will the facility be open to the general public?
?Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
252-qO S- 08a : ?1-8884COA T - pus, o scat naTqraa?*nt revised: 1212710

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?
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
252-808-2808 % 1-888-4RC AST :: W- s.; -3astafmanag! a _ ek revised- `t 1 7iOGS
(Structures,
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 ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(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.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This 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 ®This section not applicable
a. Is the structure(s): b. Number
?Commercial ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
45 FEET ONETH EAST SIDE, 93 FEET ON WEST SIDE
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
9 MILES
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.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
104 FEET ON EAST SIDE, 141 FEET ON THE WEST
SIDE..
d. Water depth at waterward end of structure at NLW or NWL
4 FEET
8. OTHER
?This section not applicable
s.. .[; 1-883-4RCOA T ;: ?wNw c rcvisedI

a. Give complete description:
JET SKI LIFT 9 FEET BY 8 FEET, AND 2 BOAT LIFTS 18 BY 10 FEET.
Date
CARL SPRUILL
Project Name
HENRY CARL SPRUILL
plicant Name
P
plicant Signature
c? ass F = sas xt. e revised. I Z12 U6
252-808-2808 ;: 1-3884RCOAST
_ - / S s
? a
t,i
_y
Pledger Landing 12;
A 1220
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1209
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219 I 1 Sound S_Wt_ Goat 1223 31122,
/ j- 0
S I;? r ( 1243
12 4 rr - ;T = =J I - -? - 1221
20
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i I? NYwfdurdland
lzae
2L4 "? 1229 1o n
Y Mill
ion Neck 1222
1209 J 4
COLUMBIA 'I y
1 X23 203p POP X69 1229
JH4 I SOU ?j lJ _
1200 y 4 f _ I ?I I -? r V
Bay \ 120
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FRYI PAN ?
\ TYRRELL COUNTY
NORTH CAROLINA`.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
_ A y INPORM TION TECHNOLOGY - ING UMT
` ?, i ?wpwlUwlM \ T? ` `\
Jun U.1LOWARTW1EN?ajnRNePORTAnoN /I
FEDERAL NIONWAY ADMIMSTMTION
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100"N BOOK 210 PAGE 497
Iaww Oct u no
/ 130.00rrW
of aL
REVENUE STAMPS PAID $_q,00 Northo@Cw
am c4wv
Kcal ENNa Gtclq Tsar
PREPARED BY:
Hornthal, Riley, Ellis and Maland
Attorneys at Law
P. 0. Box 510
Columbia, NC 27925
Delinquent taxes, if any, to be paid by the closing attorney to the county tax collector
upon disbursement of closing proceeds.

NORTH CAROLINA
TYRRELL COUNTY
THIS DEED, made and entered into this the 26th day of October, 2006, by LANDING
LAND, LLC, a North Carolina Limited Liability Company, Grantor, to HENRY CARL
SPRUILL, of 161 Wellman Street, Norfolk, VA 23502, Grantee;
WITNESSETH:
THAT said Grantor for and in consideration of the sum of Ten & No/100 ($10.00) Dollars
and other good and valuable considerations to it paid by Grantee, the receipt of which is hereby
acknowledged has bargained and sold, and by these presents does grant, bargain, sell and convey
to said Grantee, his heirs and assigns, in fee simple, those certain tracts or parcels of land in
Columbia Township, Tyrrell County, North Carolina, and more particularly described and
bounded as follows, to-wit;
FIRST TRACT: Beginning at an iron stake and control point at a boat ramp on the North side
of a canal and running thence North 15 degrees 30 minutes West 148 feet to an iron stake, thence
North 68 degrees 10 minutes East 200 feet to an iron stake located on the North side of Water
Front Road; the beginning point of this lot; and running from said iron stake and beginning point
North 21 degrees 50 minutes West 137 feet to an iron stake located in the margin of the
Ao?` Albemarle Sound; thence in a Northeasterly direction along the Albemarle Sound approximately
100 feet to an iron stake, a comer; thence South 21 degrees 50 minutes East 133 feet to an iron
stake located on the North side of Water Front Road; thence South 68 degrees 10 minutes West
100 feet to an iron stake, the point of beginning, and being Lot 18 of Taylor Albemarle Shores in
River Neck Township, Tyrrell County, North Carolina, as shown on a map surveyed and drawn
by John Brake, August, 1971 under supervision of L. S. Manning, R. S., said lot being bounded
on the North by the Albemarle Sound, on the East by Lot #19, on the South by Water Front Road
and on the West by Lot #17.
BOOK uO PAGE 498
Subject to restrictive covenants in Warranty Deed recorded in Book 131, Page 92 of the Tyrrell
County Registry.
Reference is given to that certain deed dated May 12, 2005, from Lee V. Wood, Jr. and wife, Gail
Wood, to Landino Land, LLC, which is of record in Book 204, page 557, of the Office of the
Register of Deeds of Tyrrell County. J
SECOND TRACT: Beginning at an iron stake and control point at a boat ramp on the North
side of a canal and running thence North 15 degrees 30 minutes West 148 feet to an iron stake,
thence North 68 degrees 10 minutes East 300 feet to an iron stake located on the North side of
Water Front Road; the beginning point of this lot; and running from said iron stake and
beginning point North 21 degrees 50 minutes West 133 feet to an iron stake located in the margin
of the Albemarle Sound; thence in a easterly direction along the Albemarle Sound approximately
100 feet to an iron stake, a comer, thence South 21 degrees 50 minutes East 133 feet to an iron
stake located on the North side of Water Front Road; thence South 68 degrees 10 minutes West
along the north side of Water Front Road 100 feet to an iron stake, the point of beginning, and
being Lot 19 of Taylor Albemarle Shores in River Neck Township, Tyrrell County, North
Carolina, as shown on a map surveyed and drawn by John Brake, August, 1971 under
supervision of L. S. Marring, R. S., said lot being bounded on the North by the Albemarle
Sound, on the East by Lot #20, on the South by Water Front Road and on the West by Lot #18.
Subject to restrictive covenants in Warranty Deed recorded in Book 131, Page 104 of the Tyrrell
County Registry.
Reference is given to that certain deed dated May 12, 2005, from Lee V. Wood, Jr. and wife, Gail
Wood, to Landino Land, LLC, which is of record in Book 204, page 559, of the Office of the
Register of Deeds of Tyrrell County.
There is also conveyed hereby a non-exclusive easement and right of way for use in common
with others over, across and through Water Front Road shown on the aforesaid Taylor Albemarle
Shores plat of survey, extending to and by said lands herein conveyed from NC Secondary Road
No. 1234.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and
appurtenances thereto belonging, to the said Grantee, his heirs and assigns, in fee simple.
AND the said Grantor, for itself and its heirs, executors and administrators, covenants with
Grantee, his heirs and assigns, that it is seized of said premises in fee and has perfect right to
convey in fee simple, that the same are free and clear from all encumbrances, and that it does
hereby forever warrant and will forever defend the said title to the same against the claims of all
persons whomsoever.
Title to the property hereinabove described is subject to the following:
Noncompliance with local, county, state or federal government laws, ordinances, or

regulations relative to zoning, subdivision, environmental matters or nontoxic and toxic wastes,
occupancy, use, construction or the development of the subject property. J
2. Ad valorem taxes due the County of Tyrrell, if any.
M ?l0 PAGE 199
1 Rights of others, if any, to drain by and through ditches and canals located adjacent
to or upon lands herein conveyed.
?. 4. Restrictive covenants appearing above
IN TESTIMONY WHEREOF, the Grantor has hereunto set its hands and seals, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal'to be hereunto affixed by authority of its Board of Directors, the day and year
first above written.
LANDINO LAND, LLC
1q.a--PR (SEAL)
dino Farms, Inc., Managing Member
Joseph L. Landino, President
STATE OF NORTH CAROLINA
COUNTY OF TYRRELL
I, Mozella B. Roughton, Notary Public, for said county and state, do hereby certify that
Aoft1 Joseph L. Landino, who, being by me duly swom says that he is President of Landino Farms, Inc.,
Manager/Member of Landino Land, LLC, a North Carolina Limited Liability Company, and that said
writing was signed and sealed by him in behalf of said Limited Liability company by Its authority duly
given. The said Manager/Member acknowledged the said writing to be the act and deed of said
corporation.
Witness my hand and official seal, this the Z4-ay of October, 2006.
My Commission expires: 10-24-11
1!!%9!!1

Mo Ila B. Roughton
Notary Public

Hood Richardson, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
[phone]
February, 2009
Mr. Ronald Helms
35 Water Front Road
Columbia, NC 27925
RE: Carl Spruill Major CAMA Permit Application
Dear Sir:
Mr. Spruill is applying for a permit as shown on the enclosed application and map. Should you have
objections you have 30 days to present them by contacting: Mr. Terry Moore
NCDENR/CAMA
943 Washington Square Mall
Washington, N. C. 27889
252-946-6481.
Sincerely Zichardson, Ho PE, PLS, PG
Hood Richardson, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
[phone]
February, 2009
Ms. Catherine Howell
95 Water Front Road
Columbia, N.C 27925
RE: Carl Spruill Major CAMA Permit Application
Dear Ms. Howell:
Mr. Spruill is applying for a permit as shown on the enclosed application and map. Should you have
objections you have 30 days to present them by contacting: Mr. Terry Moore
NCDENR/CAMA
943 Washington Square Mall
Washington, N. C. 27889
252-946-6481.
Sinc y y m,
ood L. Richardson, PE, PLS, PG
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressed to: /
A Signzot? r Agent
X
? Addre
13 oat(ninrtd eceived bam e CO ate of Del
?. S
D. Is delivery address different from item 1? "ves
If YES, enter delivery address below: ? No
3. Se ice Type
ertffled Mail ? Express Mail
/?` Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2, Arti`?°N6mber 7007 2560 0002 3727 3591
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M-1540
i
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressea 10:
LW O ? Agent
,(i
l,(/ ?Addre
R ived by (Printed Name) C. ate f Delivery
D. Is delivery address different from item 1? s
if YES, enter delivery address below: No
3. service Type
'-Certifled Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7007 2560 0002 3727 3584
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
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