55783_CARROT ISLAND PROPERTIES FAMILY LIMITED PARTNERSHIP_20100609

❑CAMA / ❑ DREDGE & FILL /
GENERAL PERMIT ell Previous permit#
[]New ❑Modification ❑Complete Reissue El Partial Reissue Date previous permit issued_
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
Rules attached.
Applicant Name
Address
City -,z State ZIP
Phone # ( i> -) "j �. Fax # ( )
Authorized Agent
Affected ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑ FC:
ORW: yes / no PNA yes / no Crit.Hab. yes / no
Type of Project/ Activity
Pier (dock) length
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore '
max distance offshore
Basin, channel^�
cubic yards
Boat ramp
Boathouse/ Boatl
Beach Bulldozing
Other
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
1771
City ZIP
Phone # O River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
i
(Scale: 1 )
W-1 -0 MAN —E —0 V im *-i M
mum 0"V.AW
-777-7777T
Rolm■�■�ter ■■
Barring a major shoreline change due
to a storm or other significant event,
he alignment of be
approved by a DCM Rep. within 120
z:::- days of the onset of construction.
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no l
A building permit may be required by:
Notes/ Special Conditions
■■■E,■■■�!■,
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10
MEMO
❑ See note on back regarding River Basin rules.
ill
1
The time period requirement for this
F
development is suspended until 12-31-
Agent or Applicant Printed Name PermitOfficer'_sSignature 2010, pursuant to Senate Bill 831. The
effective date of expiration for this
Issuing Date permit is I—I� Signature Please read compliance statement on back of permit ssug
Application Fee(s)/'rj /� Local PlanningJurisdiction Rover File Name

X
Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST
Location: Fax: [phone]
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

P
Apolicak C N' T1 _v'
a5 f�
, S�
Gate.
(�Mao�
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
tem im acts
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Dredge ❑ Fill Both ❑ Other ❑
—temp
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge LJ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑

r5i
* CompkitD itecwi 1, 2, and 3. cnrnpk�',,
1,en) 4 It 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 It space pwrrifts-
Vncle Ad,-Inyused to:
Y K'A
A IJ
'iq. d$Ogmww'�
'X Agent
El received by meet Na*)
0. Is delivery addtoss di e(ent from awn i yes
If YES, enter delivery address below: O No
3. service T�
Vi I--41fied Mail El ExW-1 s fAefl
0 Registered C3 Return Receipt for Merchandise
0 Insured Mail 0 G.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
2, Article Number
(—;rmW&r ftm service Jabot) 7009 1410 0001 5854 7235
PS Forrn 3 811, February 2004 Domestic Return Receipt
* Complete items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery Is desired. A
* 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 mallpiece,
or on the front It space permits.
1, Article Addressed to:
'P
A. Signature
6, Ft4ived by (Printed Name) C. Date of Delivery
D.tsdelivery address differOntfrOnlitem l7 092�
if YES, enter delivery address b8bw' Ulu
3. Service Type
'A Carolled Mail 0 Express Mail
13 Registered 0 Return Receipt tar Marchanaise
0 Insured Mail 0 C.O.D.
4, Restricted Delivery? (Extra Fee) 0 Yes
2. Article Number 7009 1410 0001 5854 7242
(Transfer from service taboo
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M-1540

Locality
Ocean Hazard Estuarine Shoreline
GENERAL INFORMATION
LAND OWNER
Permit Nunibei�
ORW Shoreline Public Trust Shoreline Other
(For official use only)
Name: Carrot Island Properties Family Limited Partnership
Address: 805 Front Street
City: Beaufort
AUTHORIZED AGENT
Name: Stroud Engineering PA
Address: 151 A Highway 24
City: Morehead City
State: NC
RECEIVED
Zip:28516 Phone:[phone] MAY 18 2010
Morehead City ®CAA
State: NC Zip: 28557 Phone: [phone]
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) 805 Front Street, Beaufort, NC 28516, Taylor's Creek
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) High Ground Bulkhead
SIZE OF LOT/PARCEL: square feet .587 acres total (.1083 ac water front lot)
PROPOSED USE: Residential ® (Single-family ❑ Multi -family ❑) Commercial/Industrial ❑ Other ❑
TOTAL ENCLOSED FLOOR AREA OF A BUILDING IN THE OCEAN HAZARD AREA OF
ENVIRONMENTAL CONCERN (AEC): 0 square feet (includes all heated/air conditioned living space)
SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON SURFACES IN THE
COASTAL SHORELINE AREA OF ENVIRONMENTAL CONCERN (AEC): 209 sf (concrete cap) square feet
(Calculations includes the area of the roof/drip line of all buildings, driveways, covered decks, concrete or masonry patios,
etc. that are within the applicable AEC.)(Attach your calculations with the project drawing.)
Choose the AEC area that applies to your property:
(1)within 75 feet of Normal High Water for the Estuarine Shoreline AEC
(2)within 575 feet of Normal High Water for the Estuarine Shoreline AEC, adjacent to Outstanding Resource Waters
(3)within 30 feet of the Public Trust Shoreline AEC
(Contact your Local Permit Officer if you are not sure which AEC applies to your property.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality? YES ❑ NO
If yes, list the total built upon area/impervious surface allowed for your lot or parcel. square feet.

OTHER PERMITS MAYBE REQUIRED: The activity you are planning may require permits other than the CAMA minor development permit.
As a service we have compiled a listing of the kinds of permits that might be required. We suggest you check over the list with your LPO to
determine if any of these apply to your project. Zoning, Drinking Water Well, Septic Tank (or other sanitary waste treatment system), Building,
Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification, Sand Dune, Sediment Control,
Subdivision Approval, Mobile Home Park Approval, Highway Connection, and others.
STATEMENT OF OWNERSHIP: RECEIVE®
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of prodyff ii * or
a person authorized to act as an agent for purposes of applying for a CAMA minor development pertra.t, certify that e
person listed as landowner on this application has a significant interest in the real property described in. T1A*iLJst
can be described as: (check one)
® an owner or record title, Title is vested in Carrot Island Properties Family Limited Partnership, see Deed Book 1215
page 264 in the Carteret County Registry of Deeds.
❑ an owner by virtue of inheritance. Applicant is an heir to the estate of ;
probate was in County.
❑ if other interest, such as written contract or lease, explain below or use a separate sheet and attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
(1) N. B. Barnhardt 2506 Silas Creek Pkwy, Winston Salem, NC 27103
(2) Loretta Taylor 21 E. Custis Ave, Alexandria, VA 22301
(3)
(4)
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
I acknowledge that the land owner is aware that the proposed development is planned for an area which may be
susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the particular
hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabilization
and floodproofing techniques.
PERMISSION TO ENTER ON LAND:
I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer and his agents
to enter on the aforementioned lands in connection with evaluating information related to this permit application.
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the AEC hazard notice where necessary, a check for $100.00 made payable to the locality, and any
information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation
of any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
This the day of May, 20 10
- � �; 0 1/1 '1 /'
Landowner or person-atrtfiorized to act as his agent
for purpose of filing a CAMA permit application

SITE DRAWING/APPLICATION CHECKLIST
• Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The Local Permit Officer will help you, if requested.
PHYSICAL DIMENSIONS
® Label roads
® Label highways right-of-ways
❑ Label local setback lines
® Label any and all structures and driveways currently existing on property
® Label adjacent waterbody
PHYSICAL CHARACTERISTICS
® Draw and label normal high water line (contact LPO for assistance)
❑ Draw location of on -site wastewater system
If you will be working in the ocean hazard area:
❑ Draw and label dune ridges (note spot elevations)
❑ Draw and label toe of dunes
❑ Identify and locate first line of stable vegetation (contact LPO for assistance)
❑ Draw and label erosion setback line (contact LPO for assistance)
❑ Draw and label topographical features (optional)
If you will be working in a coastal shoreline area:
❑ Show the roof overhang as a dotted line around the structure
® Draw and label landward limit of AEC
® Draw and label all wetland lines (contact LPO for assistance)
® Draw and label the 30-foot buffer line
DEVELOPMENT PLANS
® Draw and label all proposed structures
® Draw and label all areas that will be disturbed and/or landscaped
❑ Note size of piling and depth to be placed in ground
❑ Draw and label all areas to be paved or graveled
❑ Show all areas to be disturbed
❑ Show landscaping
NOTE TO APPLICANT
Have you:
• completed all blanks and / or indicated if not applicable?
• notified and listed adjacent property owners?
• included your site drawing?
• signed and dated the application?
• enclosed the $100.00 fee?
• completed an AEC Hazard Notice, if necessary? (Must be signed by property owner)
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received
Site Inspections
Date of Action: Issued Exempted Denied Appeal Deadline (20 days)
kAY 18 2010
kore,"�®gd Ci"C4
1

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
May 14, 2010
N. B. Barnhardt
2506 Silas Creek Pkwy
Winston Salem, NC 27103
Loretta Taylor
21 E. Custis Ave
Alexandria, VA 22301
RE. 805 Front Street Minor CAMA Application
Adjacent Riparian Owners,
SAY 18 2010
Enclosed you will find a copy of the submittal package for a Minor CAMA Application for
the above referenced project. The proposed project is to construct a bulkhead as shown in the
attached plan. As adjacent riparian landowners you have thirty days upon receipt of this notice to
submit comments of the proposed project to the Morehead City DCM office
Please send any comments to:
Mr. Brad Connell
400 Commerce Ave.
Morehead City, NC 28557
[phone]
107 COMMERCE ST.
SUITE B 102-D CINEMA DRIVE
GREENVILLE, NC 27858 WILMINGTON, NC 28403
[phone] [phone]
Eonald
rely, D. Cullipher, P. .
*�"Alit r01PI#,
01 P9
s
4,
�'���,'�Cr f.5. t,.✓� ors
rdgHh1ffi9NJPLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]
C11YDCO

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to
IS ��a
(Name of Property Owner)
�A y �
property located at 805 Front Street, Beaufort NC 28516 2010'
(Lot, Block, Road, etc.) Afb?4`Qo'city pC4
on Taylor's Creek in Carteret County , N.C.
(Waterbody) (Town and/or County)
Applicant's phone #: [phone] Mailing Address: 805 Front Street
Beaufort, NC 28516
Carrot Island Properties
Family Limited Partnership
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 DEVELOPMENT:
(To be filled in by property owner proposing development)
---------------------------------------------------------------------------------------------------------------
(Information for Property Owner Applying (.Riparian Property Owner Information)
for Permit)
805 Front Street
Mailing Address
Beaufort, NC 28516
City/State/Zip
[phone]
Telephone Numbe
ignature Date
Signature
Print or Type Name
Telephone Number
Date

DOUG BRADY �}�}% �� n � 4251
FRONT ST.
BE ' , I t %Y 66-112/531
BEAUFORT,NC 28516j4e4 j /mil
Pay to the
Order of
$ lG©.
Dollars
BRANCH BANKING AND TRUST COMPANY IIIII8�1e
1-800- NK BBT BBT.com mu r, o L n
For M,
1.053 LO L 21�:0005 L9834337611604 25 L
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do
OLDE TOWNE DEVELOPMENT CO. INC.
P.O. BOX 158
BEAUFORT, NC 28516
PAY
TO THE
ORDER O` —�F
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It:
5585
66-1121531
BRANCH 02301
DATE �" l Ze%��
-�6LLARS � s•=�
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BRANCH BANKING AND TRUST COMPANY
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N/F
BARNHARDT.N B
DB527 PG92
NCPIN:730506298206000
PROPOSED KEYSTONE RETAINING WALL
TOP OF WALL 3.8
NORMAL HIGH WATE
L E G E N D
BELOW NHW COASTAL MARSH
ABOVE NHW COASTAL MARSH
SHEET # 1 OF 1
PROJECT #:PM1070-6
DESIGN FILE #:1070-*PM1070-6 FRONT STREET-*PM1070 TOPO.DGN
BACK OF CURB
INING WALL----Iw \
S- \\
EI
CO�C• \ � �S
° Sf0 4F
\J,- -J,- ��G�_��L�G���G��L���
••ram i `�•rr ���v �✓vl Vi �.��i\Jii
EXISTING DOCK. APPROX.
ELEV. 4.3 /-
PARTIAL SITE PLAN
\j"
X/I�T
I GRATE = 3.23'
STORM MH RIM = 3.10'
AEr_
COASTAL WETLANDS
# 57 Stone for Insulation
of 6" Drain Tile
Approximate
Limits of !=
Excavation
Retained Soil �r
L
I
6" Perforated PVC
Drainage Tile To Begin at the second
couse of the proposed keystone wall o
6" min of 57 stone underneath the tile
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
N/F
DB654 PG32
N C P I N :
I
8" Min. Low Permeabl
Base Leveling Pad Notes:
1. The leveling pad is to be
constructed of 6" 2,000 psi±
unreinforced concrete
23he base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
Standard Unit
Width: 18"
* Depth: 21 112"
Height: 8"
" Weight: 125 Ibs
Cap Unit
Width:
18"
Depth:
10 1/2"
Height:
4"
Weight:
50 Ibs
leveling pad. ._, >_--a Lj-�- ;
Unit Face
Excavation
Limits
6" Unreinforced Concrete
Leveling Pad
Standard Unit/Base Pad Isometric Section View 3
Dimensions & Weight May Vary by Region
I
poll
Geogrid is to be Placed on Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin Connection
Cap Unit Elevation
00 .
Standard Elevation
j�
+I 9
N
� I
(V
18' '
Standard Plan
Standard Unit
Dimensions May Vary
by Region
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Additional Drainage Fill
Extend Wall Height / 2
H/2'
H / 2'
H/4'
Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
Geogrid Installation at Corners 5
;tone Cap Unit
PROPOSED
TOP WALL EL. 9.0
Keystone Standard _ 18' , I _ 18'
Unit +�
N �y
Unit Drainage Fill Y REVISIONS:
(3/4" Crushed s o Cap Unit Plan CDCap Unit Plan
Rock or Stone) m
Na BY DATE
1" - 1 1/4" Universal Straight Split
SET BACK o Cap Unit Option Cap Unit Option
18" Finished Grade Dimensions & Availabilityn Availability Dimensions & A a ab ty
/f See Plan for Will Vary by Region Will Vary by Region FCAMANOR PERMIT APPLICATION
Existing Elevation
Standard Unit21 - Strai ht Face -Details 805 FRONT STREET
Foundation Soil
ETAINING WALL INSTALLATION AND B,
SCALE 1" = 1'
- --- -- - - - eveling Pad Typ. 4" PVC Drain Tile Stub Out Thur Wall Section
L
CLEAN SANE) FILL FOR UNSUITABLES SOILS
DEPTHS VARY ( APPROVAL BY ENGINEER)
TWiicai Reinforced Wall Section 1
Standard Unit - 1" Setback
4
�,C�'` ,. fi
° SEAL ?
13343 r
A
o�riL '•.�;GINE�: • �Q ����
RECEIVED
MAY 18 2010
140'ehecpq city DCM

SITE -
TAWAS CREEK
VICINITY MAP
PORTION OF THE TOWN OF BEAUFORT
N/F
BARNHARDT,N B
DB527 PG92
NCPIN:730506298206000
PROPOSED KEYSTONE RETAINING WALL
TOP OF WALL 3.8
Z
O
Z
EX. RAINING WALL
,o
1
' 00
`-10
6 �FF
BACK OF CURB
2
c �
E I
colic N,
�s
\ Z
'L
..I_A • `� �g �AE
NORMAL HIGH WATER
EX. Si
\J, 1, 1, z d/ 1/ ,
9
�z \ �11-1 / L .
-:t- 471 �
I-
L E G F N D -jX -&
\J/
�-Jz
BELOW NHW COASTAL MARSH
ABOVE NHW COASTAL MARSH
ILI
SHEET # 1 OF 1
PROJECT #: PM1070-6
DESIGN FILE #:1070--PM1070-6 FRONT STREET-*PM1070 TOPO•DGN
\1/ \1/
71
WATERWARD EDGE OF MARSH
EXISTING DOCK, APPROX.
ELEV. 4.3 /-
PARTIAL SITE PLAN
00/%//% INWON W
� %%%//%%%/%%%/%%%■■■■■■
DI GRATE = 3.23'
1
STORM MH RIM = 3.10'
N/F
DB654 PG32
NCPIN:
12•0
_— COASTAL WETLANDS
• `d
Base Leveling_ ad Notes:
1. The leveling pad is to be
constructed of 6" 2,000 psi±
unreinforced concrete
2.The base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
leveling pad.
Excavation
Limits
6" Unreinforced Concrete
Leveling Pad
Standard Unit
Width: 18"
Depth: 21 1 /2"
Height: 8"
Weight: 125 Ibs
Cap Unit
Width: 18"
Depth: 10 112"
Height: 4"
Weight: 50 Ibs
Standard Unit/Base Pad Isometric Section View 3
Dimensions & Weight May Vary by Region
vcuyl IU IJ w UC r-IdU:-U Un Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin Connection
71
I`
i
Standard Elevation
I
+I
(V
CV
a O
18' '
Standard Plan
Standard Unit
* Dimensions May Vary
by Region
8" Min. Low Permeable 15oii Ke stone Cap Unit
lll=III= PROPOSED _ ,
�IEIIiiIIi lll TOP WALL EL. 9.0
tll= P P P P
-III= P P O Keystone Standard
ICI-L P P P Unit 18
11
=III '' P •' P P " P (/'//�1 )-.1/ lJ _
-�_ ' `® Unit Drainage Fill
# 57 Stone for Insulation = P °,Irid 1e O _- o C� Unit Plan Ca Unit Plan
ii- fp hl �>o, (3/4" Crushed o --- of 6" Drain Tile P ' " " r o) t
11 r Rock or Stone)
rL r Reinforced Soil IP Oo% OC�OC =
Universal0,9 0)oStralApproximate " ht S lit
Ca Unit Option --
'II�I 0 --�- P CapUnit Option
Limits of P P•. P ! P !' .,� SET BACK
Excavation rJE
!
Finished Grade * Dimensions & Availability * Dimensions & Availability
Od 4" PVC DRAIN See Plan for Will Vary by Region Will Vary by Region
1 P P
6" Perforated PVC I- °. P , ° P Ord _ ExistingElevation
Drainage Tile To Begin at the second F _ _
couse of the proposed keystone wall o �iLI i _ i� i_.,.11c ! O _ Standard Unit 21 - Straight Face Details
6" min of 57 stone underneath the the r_ i� ui IlrII I �ii�i r I m _I �� �ii, Foundation Soil
6"Unreinforced Concrete SCALE 1" = 1'
Note: Leveling Pad Typ. 4" PVC Drain Tile Stub Out Thur Wall Section
--
When site conditions require, wrap drainage 4
tile in 3/4" aggregate and filter fabric with CLEAN SAND FILL FOR UNSUITABLES SOILS
drainage composite or aggregate back drain DEPTHS VARY ( APPROVAL BY ENGINEER)
system, as directed by geotechnical engineer.
Typical Reinforced Wall Section 1
Standard Unit - 1" Setback
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Additional Drainage Fill
Extend Wall Height / 2
H/2'
H/2'
Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
Geogrid Installation at Corners 5
REVISIONS:
Na BY DATE DESCRIPTION
CAMA MINOR PERMIT APPLICATION
805 FRONT STREET
RETAINING WALL INSTALLATION AND BACKFILL
BEAUFORT, CARTERET COUNTY. NORTH CAROLINA
CLIENT: CARROT ISLAND PROPERTIES DESIGNED:
FAMILY LIMITED PARTNERSHIP RDC
ADDRESS: 805 FRONT STREET
BEAUFORT, NC 28516 DRAWN:
N C A R o`� R D C
`l ""''••�'L'' PHONE: [phone] r'IAECKU)t
IBC
SEAL * = STROUD ENGINEERING, P.A. APPROVED
3 =
- 151A HIGHWAY 24 �.__ RDC
%r��a,'•�,�GINE.�QQ'r�,` T/ MOREHEAD CITY, N.C. 28557 DATE:
v• .....* `� 9-'"-TZ` > 247-747 LICENSE NO. C-0647 5 / 1 4 / 1 0
'`'�.••` Q �7 ?�t;" - SCALE:
RONALD D. LLIPHER P.E. 1 11=20 F