51288_NC DOT_20090504

5 -f ((, 09 1--�3
❑ CAMA / ❑ DREDGE & FILL
GENERAL PERMIT
❑New El Modification ❑Complete Reissue El Partial Reissue
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 I SA NCAC
SIP,
Previous permit # i"% • s
Date previous permit issued
❑ Rules attached.
Applicant Name t \i l 'J Project Location: County
�� I ( `7 ��
Address ) 1'"' Street Address/ State Road/ Lot #(s) E K
City StateZIP
Phone # ( ) ' { Fax # ( )
Authorized Agent j
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
Subdivision
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale: )
Pier (dock) length `
Platform(s) �
Finger pier(s) — —
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
�
Other
i
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Shoreline Length
SAV: not sure yes �n
i
Sandbags: not sure yes (a
Moratorium: n/a yes l �!J'
Photos: yes
Waiver Attached: yes t n
A building permit may be required by: See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit"
Application Fee(s) Check #
Permit Officer's Signature
Issuing Date Expiration Date
r, J
Local Planning Jurisdiction Rover File Name

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 consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Pra ject:
❑ 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 (252-946-648 I) 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

OCM MP-1
APPLICATION for
Major Development Permit
(last revised I2f27106)
APR 2 g
Morehead City
�5ii'iaPs':sa.
DC m'M
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
SR 1230, Lowlands Road, Pamlico County Site 1
Applicant 1: First Name
Jay
MI
B.
Last Name
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
1587
City
Greenville
State
NC
ZIP
27835 1587
Country
us
Phone No.
252 - 830 - 3490 ext. 248
AX No.
T252- 830 - 3341
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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
State
ZIP
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>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
SR 1230, Lowlands Road
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pamlico
Upper Spring Creek
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
Goose Creek
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.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
40' (20' North and 20' South)
NIA
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
2.0' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Road
g. Identify and describe the existing land uses adiacent to the proposed project site.
Woods Land
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes [:]No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes RNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes 0No NNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a Yes ZNo LINA
National Register listed or eligible property?
<Fonn 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)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
Major Development Permit
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ElCommercial Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 24" x 44' RCP Will Be Replaced By 36'k 45' CMP. The Proposed Pipe Will Keep The Roadway From
Collapsing, Thus Preventing Possible Injury and Death.
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.
The Existing Pipe Will Be Removed and the Proposed Pipe Will Be Installed. Typical Roadway Construction Equipment Will
Be Used, Including, But Not Limited To Tracked Excavators, Dump Trucks, Flat -Bed Trucks, Back-Hoes,And Boom Trucks.
d. List all development activities you propose.
Pipe Replacement and Asphalt Patching
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? 105 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes 0No SNA
that the public has established use of?
h_ Describe location and type of existing and proposed discharges to waters of the state.
N/A
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? UYes ZNo EINA
If yes, attach a mitigation proposal.
<Fonn 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) — (t) are atways 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.

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 Michael B. Daley
Phone No.
Address 1600 Moganton Road Pinehurst, NC 28374
Name Robert M. High,etals
Phone No.
Address 5725 Oleander Drive E-7 Wilmington, NC 28403
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.
None
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.
1 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 _March 27, 2009
Signature
Print Name _Jay B. Johnson
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
EIDCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Foral a -. -.r. .,.r Hq 4 Z _, rC. it _,y
a. Type of shoreline stabilization
b
Length: 40' (20' North And 20' South .
❑Bulkhead ®Rlprap [3,Breakvdater/Sill []Other:
Width- 10'
c. Average distance waterward of NHW or NWL. 2
<:
d.
Maximum distance'Waterward of NHW or NWL 3
. e. Type of stabilization material:
f.
i Has there been shoreline erasion during
O g preceding 12
..... Class B Marl
months?
.. . ..
::::
i
[]Yes ONo ❑NA
....
n o c _(ii) If yes; state amount of erosion sio and ur e of erosion amount
information I
I,
g. Number of square feet of fill to be placed below water level
h.
Type or fill material.
Bulkhead backfll Riprap 10'East 10' tNest _I
Class B Marl
Breakwater]Sill Other
-. i. Source of fill material._
'ii ...
Clark's Quarry
..
4. OTHER FILL ACTIVIVIE5'
®This section not applicable'
(Excluding Shoreline StabVization)
ai a. (i) Will fill material he brought to the ste? ❑Yes ❑No NA
b.
(i) Will fill material be placed'in coastal wetlandstmarsh (CW),
If yes:
submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water
other wetlands (WL)? If any boxes are checked, provide the'
number of square feet affected.
(w) Dimensions of fill area
„ : ❑CVY ❑5AV ❑SB
(iv) Purpose of fill
❑WL ❑None
.... .: ....
ii D ribe the purpose of the fill in these as
(} Describe are
5. GENERAL
a. How xnll excavated or fill material be kept on site and erosion
b.
What type of construction equipment tivill be used (e.g., dragine,,
controlled?
backhoe, or hydraulic dredge)?
Slit Fences and TRSC-B's
Typical Road Construction Equipment
c. (i) Will navigational aids be required as a result of the project?
d.
(i) VVil! wetlands be crossed in transporting equipment to project
OYes Z110 ❑NA
site? ❑Yes ONo ❑NA
(ii)_If yes, explair, what type and how they will be implemented.
( i} 'f yes, explain steps that will be taken to avoid or minimize
I: I
environmental impacts.
....
March 27, 2009
AP
plicant Signature %
Date
G�
SR 1230, Lowlands Road,Pipe Replacement Site 1 VVBS
Element Number 2B.206911 -
Pro}eet Name
.'
Jay B.Johnson _
Ap
plicant Name _.

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ach this form to Joint Application for CAMA Major Permit, Form DCM MR 1. ee sure toi complete ail other sections of the Joint
: Application that relate to this proposed project.. Please include all
supplemental infarrrtation.
:qq.:::;::::::::::
s✓ir
I VP tt f.. appal a' :: r
a. Is the proposed bridge:0.
b. Water body to be crossed by bridge: 1.
❑Commercial ❑rublic(Government ❑PrivateiCommunity
c. Type of bridge (construction material):
. .. ... .
d. Water depth at the proposed crossing at NLW or NWL :
..::: ...
e. " (i) Will proposed bridge replace an existing bridge"% ❑Yes ❑No
.. .;.. . . :
f (i) Will proposed bridge replace an existing culvert? (]Yes ❑No
::: If yes, "
If yes,
(R)<Length of`existing bridge:
(ir) Length of existing culvert:
(iii) Width of existing bridge: ... .. ....
(in) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge:
(iv) Height of the top of the existing culvert above the NHW or
(v) Will all; or apart of, the existing bridge be removed?
NWL: L.
(Explain).
(v) Will all, or a part of, the existing culvert be removed? L.
:
(Explain)
g. Length of proposed bridge i :. :::
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? OYes ©No
.
j. Will the proposed bridge affect navigation by reducin or
If yes, explain. _ If
the existing navigable opening? JYes ❑No
:
If yes. explain: 1.
...
k. Navigation clearance underneath proposed bridge. ! : "
:
I. Have you contacted the U.S. Coast Guard concerning their .' : ,
. - : :. :
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apprcval? ❑Yes ❑No'
: : :.
If yes, explain
m. Will the proposed bridge cross wetlands containing no navigable
n. Height of proposed bridge above wetlands:
waters? ❑Yes ❑No
-
._
If yes: explain:
.
— _
CUL VERn
.
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This 'segU0 rrof applicable
a Number of culverts proposed 1
b. Water body in which the culvert is to be placed:
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V and FILL - - — ❑7hrs se fion nGP aptlaakle

a. Will the proposed project require the relocation of any existing
utility lines:, ❑Yes ; No
If yes, explain:
b. �AriII the proposed project require the construction of any temporary
detour structures? FlYes ElNo
If yes, exp ain:

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c, Wiil the proposed project require any work channels? d
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How will excavated or fill material be kept on site and erosior' ::
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controlled?
!f yes complete Form DCM MP 2 :I
Turbidity Curtains and Silt Fences will be used to retain
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sediment on -site . .
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e What type of construction equipment will be used (for example, f
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Will wetlands be crossed in transporting equipment to project site? 11 ,
dragfine, backhoe, or hydraulic dredge)? :.
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❑Yes �INo :
,".:.:
.;:; Typical Fridge Construction Equipment :
If yes, explain steps that will be taken to avoid or minimize . :.
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::." : shoreline stabilization? ®Yes ❑No%:.
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If yes, complete form MP-2, Section 3 far Shoreline ... :.
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Pipe Replacement, SR 1230, Lowlands Road; Pamlico
County Replace Existing 24"x 44' RCP With Proposed
36"x45' CMP
N 34A-15'-59"
W 76A-34'-37"
Erosion Control Schedule
• Install erosion/sediment control measures according to plans.
• Grading of slopes; 1.5: 1= stabilize with Class B riprap
• Seed all disturbed areas as soon as final grading is completed.
• Clean out and/or rework all temporary sediment control measures after
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative cover is established and project is
complete
Pipe Installation Schedule
• Install erosion/sediment control devices per plans.
• Remove material while limiting, as much as possible, material and sediment
from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new
grade should be below the existing streambed. Bedding material will be washed
stone.
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe (Class B Granite riprap)
• Establish permanent vegetation as soon as possible
• Remove sediment control devices after project has stabilized and permanent
vegetative cover is established.

. ........ . .. . .. .. . .. ..... . . .... ---
X=- 'y 728346 SIX
35-"� IV-13
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W76A-33-32
3-5. 28693 9 DEGREES
w 6. S59025 DE GREES
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,. LAND ROAD.

SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NUMBER
PROPERTY
OjVNER
ADDRESS
MO-35
MICHAEL B.
DALEY
1600 MORGANTON ROAD
PINEHURST, NC 28374
M03 Z7
ROBERT M.
HIGH, Erals
5725 OLEANDER DRIVE E-7
WILM�GTO t, NC 28403

LILT !PAIN TTR `6'
LEGEND SHEET
WETLANDS
If
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WET AN
IEROSIONTYPICAL
TRTOI LEGEND.
TEMPORARY ROCK SILT CHECK
ti
w
>
TYPE
TYPE -A UPLANDS
w
a
v SILT BASIN B
w
LLL
TEMPORARY ROCK SILT CHECK TYPE -A
Q I
w
TEMPORARY ROCK SLT CHECK rYPE-B
w
-vw..v-w.-,. TEMPORARY SILT FENCE
SILT BASIN TYPE-8
o
F
a
w I
c�
CWwE BREAK
R:
W
I
I WaTION OF FLOW
III- ------ WOODSLINE
DIFFUSE
FLOW
DETAIL
-DIFFUSE FLOW
NTS
-------- 404 WETLANDS FILL AREA
T"eb9P0H6Ht3Y ROM SILT "VKK TYPE 10
�EM OF PAYBFNr
Ioommi0 VIRW
t
mm
20' 30'
NEUSE RIVER RIPARIAN BUFFER
------ 404 WETLANDS
-- COASTAL WETLANDS
GL � DL CRASS UNED CHANNEL
----OPEN WATER IMPACTS
N
.. I MMON !-1
T . if RICE 11' AAC.
n
T
IBOTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND 11 VAR.O'-6'
EDGE OF EXIST, ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
AG
Q
TELEPHONE PEDESTAL
©
CABLE TV PEDESTAL
Q
SEWER CLEAN OUT
®
WATER VALVE
4
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
+
PROPERTY CORNER
-IT,
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
Z=
x-SECTION AREA (A) - BD +z0`
TOP WIDTH fT! = B + 2DZ
AREA TO BE �E
FILLED OR
DISTURBED
FABRIC BURIED BELOW
EXISTING GRADE_
UNDISTURBED AREA
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
I i i ±
VAR.0'-6' I WETLAND
EDGE OF EXIST. ROAD

VAI
DIM,
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
VN.
I,
4
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
\-�i c c L POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE N0.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH %4 INCH MESH OPENINGS
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT.LONG.3 IN. DIA.WOOD POSTS
3 FT.DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
TURBIDITY CURTAIN
SILT BAG

CAMA GP APPLICATION
M03-35
SITE I
M03-35
MICHAEL B. DALEY
SR 1230, LOWLANDS ROAD
MICHAEL B. DALEY
1600 MORGANTON ROAD
PAMLICO COUNTY
1600 MORGANTON ROAD
o� PINEHURST, NC 28374
SCALE.P'=20'
P/NEHURST, NC 28374
DBK. 363, PG. 120
DBK. 363, PG. l20
��`
WBS ELEMENT NUMBER 2B.206911
=P
MARCH 27, 2009
AREA 2
AREA I
14 SQUARE FEET OF COASTAL WETLAND IMPACTS
14 SQUARE FEET OF COASTAL WETLAND IMPACTS
5 SQUARE FEET OF OPEN WATER IMPACTS
5 SQUARE FEET OF OPEN WATER IMPACTS
EXISTING R/W
7'
4,
EXISTING DITCH
PROPOSED CLASS B STONE
'' '
EXISTING EP
PROPOSED SILT FENCE
SR 1230
- 2.4 MILES TO JCT. SR 1232
1100
EXISTING
44' x 24" RCP 0.5 MILES TO JCT. SR 1229
LOWLAND ROAD
I I
20' PAVEMENT
I40
fl
PROPOSED
EXISTING EP
45' x 36" CMP
II
PROPOSED SILT FENCE CAMA LINE
'
` '"' ' PROPOSED CLASS B STONE
4'
EXISTING DITCH EXISTING RIW
7'
AREA 4
14 SQUARE FEET OF COASTAL WETLAND IMPACTS
5 SQUARE FEET OF OPEN WATER IMPACTS
AREA 3
14 SQUARE FEET OF COASTAL WETLAND IMPACTS
FIRM PANEL 7526J
5 SQUARE FEET OF OPEN WATER IMPACTS
M03-27
MAP NUMBER 37207526001 7526J
NCDMF MAP NUMBER 9
M03 -27
ROBERT M. HIGH, ETALS
PAMLICO WATERSHED 03020104
ROBERT M. HIGH, ETALS
5725 OLEANDER DRIVE E-7
TOTAL.56 SQUARE FEET OF COASTAL WETLAND IMPACTS
5725 OLEANDER DRIVE E-7
WILMINGTON, NC 28403
WILMINGTON, NC 28403
DBK. 475, PG.187
TOTAL 20 SQUARE FEET OF OPEN WATER IMPACTS
DBK, 475, PG.187

PROJECT NO. 28.206911 CROSS SECTION OF
CULVERT CROSSING
DATE MARCH 27 2009
ROAD SR 12JO
ROAD NAME LOWLANDS ROAD
REPLACE 24°x44` RCP WITH 35' x 45' CMP
COUNTY PAMUCo
ROAD
230'
EXISTING 24 x 4f RCP SR 1
6'
nw�
12.3' 2.1
EXISTING 24 x 44' RCP
1.8
UNDERGQr d
NACMLL NOT TO SCALE
PROPOSED 36' x 451 CMP
ROAD
SR 12M
7'
2.3' 2.1'
PROPOSED 39x 4Y CMP
1.8 s O EDGE OF PAVEMENT EDGE OF PAVEMENT
EXISTING SHOULDER F I
PROPOSED RIP RAP a END 'POP VIEW EXISTING
OF PIPE SHOULDER
UNDERCUT d
anuffiu NOT TO SCALE 10,
DITCH PAWOSED PIPE DITCH
10'
EXCAVATION ABOVE NWL: FINISHED EARTH SLOPE AS REQUIRED
6'w x 281 x JL'd = 605 CUBIC FEET 22 CUBIC YARDS
PROPOSED RIP RAP @ END
EXCAVATION BELOW NWLe OF PIPE
I
7'w x 10'L x OB'd = 56 CUBIC FEET 2 CUBIC YARDS I 1

■ 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:
Rob P-A — 1 �
�725 [)L,-ANDEj2--"\- .
wILM)/\j 6-7D/'�J/ tic
ZB 40
A. Si ature
❑ Agent
X ❑ Addre
B. Received by ( Printed Name) C. D t of Del'
t�� C
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
0V'U1--)e- C I(--
3. Service Type
$Certified Mail ❑ Express Mail
0 Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7008 1140 0002 0395 9087
(Transfer from service labeq
PS Form 3811, February 2004 Domestic Return Receipt
■ 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:
l (Po o MoaG41'1-tar) P .
Z837L)
A. Signature
x ti
102595-02-M-1540
B. eceived�b}ri y (P�n?ted Name pate DeIiVjV
D. Is delivery address different fropi ftem 1? El Yes
If YES, enter delivery address below: ❑ No
3. Service Type
.Q'Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee)
❑ Yes
2. Article Number 7007 3020 0001 0962 5934
(transfer from service labeO
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

FGrm DCM MP-2 (Excavation and Fill, Page 3 of 3)
252-808-ZaOS -. 18884RCOAST.- www.nccoastaimanagement.net revised: 12126106