54623_NC DOT_20090916

EICAP qA / 2 DREDGE & FILL
GE14ERAL PERMIT Previouspermit # 54623
❑New ❑Modification ❑Complete Reissue []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
I Rules attached.
Applicant Name j'd �f ` ' Project Location: County
Address r. t Street Address/ State Road/ Lot #(s)
City Stater �. ZIP `7 57�
Phone # ''� ~ Fax # Subdivision
Authorized Agent City ZIP -
©�CW ❑ EW El PTA ❑ ES ElPTS Phone # ( ) River Basin ^f ' 10
Affected ElOEA ❑ HHF El IH ElUBA El N/A AEC(s): Adj. Wtr. Body (nat /man /unkn)
❑ PWS: ❑FC:
ORW: yes / no, PNA yes /- no:; Crit.Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platform(s) _
Finger pier(s)4-
(Scale: )
-- ---' —
.,.- ----------1 -td
f - - -
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
I
I
i
i__
i
r
� :_
I
—
- ....-
_
__
G
�
I
I
Shoreline Length j
SAV: not sure yes ;no
Sandbags: not sure yes 'no '
Moratorium: n/a yes no
Photos: yes- no
Waiver Attached: yes .`no,'
A building permit may be required by: !f�''� ❑ See note on back regarding River Basin rules.
Notes/ Special Conditions
1.
.,y ��,•_., .�.,�T,. ram, •• ,� - �••.� • ,-,S.
Agent or Applicant Printed Name
Signature "Please read compliance statement on back of permit **
Application Fee(s) Check #
w.✓
Permit Officer's Signature — ;3
Issuing Date Expiration Date a
y
Local Planning Jurisdiction Rover File Name

1
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
Iandowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that 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. (Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604 New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
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

C CAMA / MDREDGE & FILL
GENERAL PERMIT
P<ew ❑Modification ❑Complete Reissue El Partial Reissue
N° 54623
Previous permit #
Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources 1�
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC 0 � (r )3c� O
E-rKu-(es attached.
Applicant Name G 0� Project Location: County Ca✓ j'cr.a
Address 9 - b- J6, x Street Address/ State Road/ Lot #(s)
City 6%e-eJy169- State WGZlP
n
Phone # (�Zj "0 -7 l Fax # )
Authorized Agent
Affected [9-tW ❑ EW PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA ❑ HHF IH ❑ UBA ❑ N/A
❑ PWS: ❑FC:
ORW: yes / ® PNA yes /( Crit.Hab. yes / no
Subdivision
City / V ZIP
Phone # ( ) River Basin 'L✓h� L
Adj. Wtr. Body ylo V k n (nat /man nkn
Closest Maj. Wtr, Body Uvp—
Type of Project/ Activity C. on /N�� ° Lfr X C-N I v t rerr 4v
(Scale:
Pier (dock) length
Platform(s)-
I
Finger pier(s) j I
i -
Groin length
I
number
Bulkhead/ Riprap length — f
avg distance offshore
max distance offshore
Basin, channel
_
I
I
i
cubic yards —
Boat ramp
-,
.
�
•
Boathouse/ Boatlift
—
I
Beach Bulldozing
Other 1y✓o ci l�`��(� "� 1/
i
i
I
I
i
i
Shoreline Length Lf d L
SAV: not sure yes
Sandbags: not sure yes no li
Moratorium: n/a yes
-
Photos: no
Waiver Attached: yes no
p
A building permit may be required by: ��'L✓j'I a TL
❑ See note on back regarding River Basin rules.
L�""`Ir
Notes/ Special Conditions ©�vtf Li'Pyty Cur) a/N! f�,j>' i.�t /f��
,�u�!�y a�l J„ �✓u �„/a,^k
��rl�f 1'njc'1-f f�./� � 1"R-'l" ��-'� ,�.lvw n,•rra� bt� .e/t✓a'fi'on. � %�e.�lure.f st..��Ie„'1`
fia r�rrgJr �ort� ,,,,,� J�Pt��-`-H�N sl,.1l rN•rlt�,t.��rP f„
Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit **
�00 GJ # C.016 0 / V
ApplicationFee(s) µ yeH� Check#
P rn-itOffic s Signature
9 -/6 v q q -i6- to
Issuing Date Expiration Date
Local Planningjurisdiction Rover File Name

NEDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor .lames H. Gregson, Director Dee Freeman, Secretary
September 18, 2009
Jay Johnson, NC DOT
Division of Environmental Officer
Division 3
PO Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit 454623 C to construct two 48"x52' culverts to replace two 36"x40'
culverts at SR1398 0.5miles east of SR 1412 in Beaufort, NC.
In order to validate this permit, please sign the permit as indicated. Retain the white copy for
your files and return the signed yellow and pink copies to us in the enclosed, self-addressed
envelope. If the signed permit copies are not returned to this office before the initiation of
development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
�i
Stephen Lane
Coastal Management Representative
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity t Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

i
19U N! 1
APPLICAnON for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
SR 1398, Lennoxville Road Carteret County
Applicant 1: First Name
Jay
MI
B.
Last Name
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
1587
City
Greenville
State
NC
ZIP
278351587
Country
us
Phone No.
252 - 830 - 3490 ext. 248
FAX No.
252 - 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 717te—
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. #
Carteret
SR 1398, Lennozville
Road
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Taylor 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
Bogue 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.
Beaufort
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
40' (20' East and 20' West)
N/A
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)
6' ❑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 adjacent to the proposed project site.
Residential Property
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 ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes Elko ®NA
If yes, by whom?
I.
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)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
N/A
v
A "i rt (fin
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
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.
The Existing 2@36" x 40' RCP Will Be Replaced By Proposed 2@ 48"x 52' CMP.
The Proposed Pipes 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 Pipes 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?
1064 ®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.
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?
❑Yes ®No ❑NA
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) — (f) 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.

Form DCM MP-2
EXCAVATION and FILL
i
� r
(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
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
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
(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
(ii) Describe the purpose of the excavation in these areas:
d. 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 f
(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 disposal in these areas:
(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 El This section not applicable
(if development is a wood groin, use MP-4 — Structures)

Form DCAM MP-22 (Excavation and Fill, Wage 2 of 2)
a. Type of shoreline stabilization:
[]Bulkhead ®Riprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL 2'
e. Type of stabilization material:
Class B Marl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 20' East 20' West
Breakwater/Sill Other
i_ Source of fill material.
Clark's Quarry
b_
Width: 5'
d. Maximum distance waterward of NHW or NWL 3' tqqt''
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.
h. Type of fill m
Class B Marl
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
3. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Wiil fill material be placed in coastal wetlands/march Mwn
If yes,
0i) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt Fences and Rip Rap
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CT! ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Typical Road Construction Equipment
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 ®No [-]NA
(ii) If yes, explain what type and how they will be implemented. (ii) If es, explain steps
y p that will be taken to avoid or minimize
environmental impacts.
AUguSt 13, ZUU9
plicant Sign re
Date
SR 1398, Lennoxville Road,Pipe Replacement WBS Element
Number 2C.016014
f
Project Name
Jay 3. Johnson
piicant Name

Form OCM MP-5
19 a
BRIDGES and CULVERTS sF° 9 2J9
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint 14
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ®This section not applicable
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private/Community
C. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9 Length of proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, expiain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes []No
If yes, explain:
2. CULVERTS ❑This section not applicable
a- Number of culverts proposed: 2 b. Water body in which the culvert is to be placed:
UT to Taylor Creek
< Form continues on back>

Form '"I"M MP-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
CMP
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert: 52'
h. Height of the top of the proposed culvert above the NHW or NWL.
2.4'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ONO
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes ❑No
If yes,
(ii) Length of existing culvert(s): 40'
(iii) Width of existing culvert(s): 36"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 2.4'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the Existing Culverts Will be Replaced
9. Width of proposed culvert: 48"
Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ONO
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes [:]No
If yes,
(ii) Avg. length of area to be excavated: East 12' West 12'
(iii) Avg. width of area to be excavated: 14' East 14' West
(iv) Avg. depth of area to be excavated: 0_6'
(v) Amount of material to be excavated in cubic yards: 4 Cubic
Yards
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 40'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 6_4'
(v) Amount of material to be excavated in cubic yards: 114
Cubic Yards
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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.
NCW 168 So.Ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding

Project Tracking No. (Internal Use)
REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
MEMORANDUM TO:
Drew Joyner, Human Environment Unit
1598 Mail Service Center, Raleigh, NC 27699-1598
ATTENTION:
Matt Wilkerson, Archaeology Supervisor
Mary Pope Furr, Historic Architecture Supervisor
FROM:
First Last . Jay B. Johnson
Title Division Environmental Officer
SUBJECT:
Request for Cultural Resources Review
DATE:
July 23, 2009
PROJECT INFORMATION
Project No: None
County. Lenoir
WBS No: 2C.054015 Document: Minimum Criteria Sheet
F.A. No: None Funding. ® State ❑ Federal
USGS Quad.- Falling Creek and Deep Run
Project Description: Grade,Drain,Base,and Pave SR 1340, Pruitt Road, Lenoir County
Purpose & Need:
Secondary Road Improvement Program
SCHEDULING AND CONTACT INFORMATION
Date Needed.•
Engineer: Preston Tel [phone] Email [e-mail]
Hunter/Len White
DESIGN INFORMATION
Project Length: 1.54 Miles
Exist. R/W.- Currently Maintained Area
Exist. Speed Limit. 35 or less
Exist. X-Section:
Detour Route: None
Structure Type:
Proposed R/W 60'
Proposed Speed Limit: 45-55
Year Built:

(Bridges and Culverts, Page 3 of
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' x 200' &wLa/� (iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.) e�
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No r
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell309
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None e-�ry
If any boxes are checked, give dimensions if different from (ii) Ckabove. '1CW
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: East 4' West 4'
(iii) Avg. width of area to be filled: 20'
(iv) Purpose of fill: Pipe Bedding
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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.
❑M ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>

C. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment
g. Will the placement of the proposed 'bridge or culvert require any
shoreline stabilization? ®Yes ❑No
If yes, Complete form MP-2, Section 3 for Shoreline
Stabilization only.
August 13,2009
Date
SR 1398, Lennoxville Road, Pipe Replacement, Carteret County
WBS Element Number 2C.016014
Project Name
Jay B. Johnson
Applicant Name 1
Applicant Signa r
f
d. Now will excavated or fill material be kept on site and erosion
controlled?
Turbidity Curtains and Silt Fences will be used to retain
sediment on -site
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Pipe Replacement, SR 1398, Lennoxville Road, Carteret
County Replace Existing 2@ 36"x40' RCP With
Proposed 2@ 48"x40' CMP
N 34A-42'-43"
W 76A-38'-07"
Erosion Control Schedule
Morehead City ®C
• 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.

SUAMy OF AFFECTED PROPERTY
OWNERS
TRACT PROPERTY
NUMBER OWNER
4651 ROBS TT G 1WOODWARD
JANET WOODWARD
6317 l I RALPff B. CARICOFE
ERNST HAYAMN
4423 and
PEARL HAYMAN
1
P.O. Box 2u 9 k" i dyad City
BEAUFORT, NC 28516
103-206 BARMGTON
MANOR LANCE
RALEIGH, NC 27612
P.O. BOX 147
BEAUFORT, NC 28516
5691 MERCER BUILDING I06-C PROFESSIONAL
COMPANY PARK DRIVE
III I BEAUFORT, NC 28516

SR 1398, LENWOKVILLE ROAD CARTERET COUNTY
PIPE REPLACEMENT
REPLACE EXISTING 2*36"x4OfWITHPROPOSED..2.@,4$F-W
BEA UFORT USGS QUAD MAP SHEET NUMBER 20 �lIT
SOIL SURVEY OF CARTERET COUNTY
FIRM PANEL 7315 J
MAP NUMBER 3720731500 J
WBS ELEMENT NUMBER: 2C.0 16014
f*oInt a
PROPOSED PIPE REPLACEMENT
Y =35856Z5032
X=2710592.5064
N 34^-42-43"
W 76A-39'-07"
N 34.711950 DEGREES
. 4r'� -4
W 76.635249 DEGREES
(DW
' "IR k
A r—scZAII-494%
WM47
AUGUST -.13-,,2099
TOPO AL4P
, L COO.
kRd-
Park tr
zi
L
77•
147xi en
T.It
t - - Lei
:777r'
_j
ell,
0 700 1,400 2,800 4,200 5,600
Fee�'

SR 1398, LENNOXYILLE ROAD CARTERET COUAff'
PIPE REPLACEMENT SEP g ?Of.In
REPLACE EXISTING 2 @ 36"WO' WITHPROPOSE r w
BEA UFOR T USGS QUAD MAP SHEET NUMBER 20 OF
SOIL SURVEY OFCARTERET COUNTY
FIRM PANEL 7315 J
MAP NUMBER 3720731500 J AUGUST 13,2009
WBS ELEMENT NUMBER: 2C.016014' VICINITY"
SRWTO PROPOSED PIPE REPLACEMENT \ °
Y=358562.5032 `moo
X=271059ZS064
N 34^-42'-431,
W 76^ M--07" G� 5° tR
�� v i gteeP P°��
N 34.711950 DEGREES
W 76-635249 DEGREES �p P ° 4
Jericho Dr
Cedar St _ ~; d `; George
dorn Park Rd
-313
r �
spa �, a ' aa i SR#141
i m.,
cj
�' — ' °7 m / Lennoxvtlle Rd Irnin J
Front St
3t
1 700 1,400 2,800 4,200 5,601

:* CAMA GP APPLICATION
AREA l C� PIPE REPLACEMENT
-.
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
30 SgFt COASTAL SF 1398, LENNOXVILLE ROAD
WETLAND lMpAcrs CARTERET COUNTY
_� AREA 2
30 Sq. Ft, °" SCALE: l"=20'
wo 30 Sq.Ft COASTAL
OPEN WATER IMPACTS '7v
WETLAND IMPACTS
`'- '5 AUGUST 13, 2009
30 Sq. Ft.
�'WBS ELEMENT NUMBER: 2C.0/60/4
OPEN WATER IMPACTS
4651 S-
ROBERT G. AND JANET 'WOODWARD
5691
PO BOX 2068
MERCER BUILDING COMPANY
BEAUFORT, NC 28516
106 -C PROFESSIONAL PARK DRIVE
DBK 1047, P.G. 397
BEAUFORT, NC 28516
DBK 747, P.G. 400
S 76' -18' -12' E
EXISTING R/W
EXISTING SP PROPOSED
CLASS B STONE
EXISTING HEADWALL
40'x5'
=-j
PROPOSED SILT FENCE
I
EXISTING 2 @ 36"x40' RCP
I
N 34'-42`-43' 303 Ft.TO SR /3//
W 76'-38'-07' CHADWICK ROAD
2605 Ft. TO SR 1412
I
I
--,n---PROPOSED
2 c 48"x52' CMP
— LEONDA DRIVE
I
I
SR 1398
PROPOSED SILT FENCE
I
.;;
EXISTING HEADWALL
I
EXISTING SP t7tPROPOSED
CLASS B STONE
40'x5'
Rz W AREA 4
30 SgFt COASTAL 4423
WETLAND IMPACTS ERNST LAND
PEARL HAYMAN
6317 EX/STING R/W
RALPH B.CARICOFE
103-206 BARRINGTON MANOR LANE
RALEIGH, NC 27612
30 Sq. Ft. P.O. BOX 147
DBK 914, P.G. 508
OPEN WATER IMPACTS BEAUFORT, NC 28516
DBK 752, P.G. 221
AREA 3
30 SgFt COASTAL
WETLAND IMPACTS
TOTAL: I20 Sq. Ft. COASTAL WETLAND IMPACTS
30 Sq. Ft.
TOTAL.120 Sq. Ft. OPEN WATER IMPACTS
OPEN WATER IMPACTS

PROJECT NO. 2C.016014 CROSS SECTION OF
CULVERT CROSSING
DATE AUGUST /3, 2009
ROAD SR 1398
ROAD NAME LENNOXVILLE RD
COUNTY CARTERET REPLACE 2ca36"x40' RCP WITH 2@48" x 52' CUP
ROAD
SR 1398
EXISTING 2o-V x 40' RCP
12' -
4.0' EXISTING 2036' x 40' RCP
6.4'
0.61\ 4
71
SEP 9 2000
dAClOFILL NOT TO SCALE
m
PROPOSED 2o48• x 52' CHIP
ROAD
SR 1398
14'
4'
1PROPOSED00
6.4' x 52' CHIP
4' 4' M& EDGE OF PAVEMENT
0.6' �' EXISTING SHOULDER EDGE OF PAVEMENT
EXISTING
PROPOSED RIP RAP a END TOP VIEW SHOULDER
OF PIPE
UNOERCUT 1
MWILL NOT TO SCALE
PAWOSED PIPE
DITCH 20' m I DITCH
PROPOSED PIPE
EXCAVATION ABOVE N W L: FINISHED EARTH SLOPE AS REQUIRED
12'w x 40'L x 6.4'd = J072 CUBIC FEET 114 CUBIC YARDS
\\ �—
PROOF P SED RIP RAP @ END
EXCAVATION BELOW NWLe
c I
14'w x 121 x 0.6'd = l00 CUBIC FEET 4 CUBIC YARDS 1

LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WET ANDS
i ~
z SOL EROSION CONTROL LEGEND,
\
w f TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECK w
TYPE -A ~ >
TEIMPI?RFtlii' ROCK GILT MwK TYPE 'S'
�W" OF FAVOMNr
ereL'erueu tTaN1
1
realmra vivo
I' MIN. NATvwL W& MD
cnaeeY SECTION
D
UPLANDS W I d C<71 SILT BASIN TYPE B
uj
w I O ' rEWPORARY ROCK SET CHECK TYPE -A
La
TEMPORARY
I U ROCK SILT CHECK TYPE-B
LL '^" """'�^^• iDAPORART SEf FENCE
SILT BASIN TYPE-B o w '
i C3 I a GRADE MK
W
DdRECrK)N OF ILO.
d t;Y II I- ------ WOODSLINE
DIFFUSE FLOW DETAIL --- DIFFUSE FLOW
NTS
-------- 404 WETLANDS FILL AREA
30' _
-- INFUSE PoVER RIPARIAN BUFFER
------- 404 WETLANDS
-- COASTAL WETLANDS
GL GL ---- GRASS LAZED CHANNEL
----OPEN WATER IMPArrc
I
IecnoN a-e
'1•II'KID..,r NK.
ii ♦
eEOTION A -A
TEMPORARY ROCK SILT CHECK TYPE —A
PROPOSED SILT FENCE
UTILITIES LEGEND,
TYPICAL EACH SHEET
• POWER POLE
AG
m TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
O+ SEWER CLEAN OUT
® WATER VALVE
FIRE HYDRANT
0 WATER METER
EIPO EXISTING IRON PIPE
+ PROPERTY CORNER
R' PROPERTY LINE
GRASS -LINED CHANIAI.EL
TRAPEZOIDAL DITCH SECTION
Z=
X--YVn AgCA TA1= tiU +ZD
rOP WIDTH IT) = g f 2DZ
EXISTING FILL ,
AREA TO BE
FILLED OR
DISTURBED
FABRIC BURIED BELOW
EXISTING GRAaE
CL
SILT FE :-
DETAIL
'71>1 NTS 0a
UNDISTURBED AREA
0
c�
:D SILT F
WETLAND VAR. O' 6' I VAR.O'-6' I WETLAND
EDGE OF EXIST. ROAD EDGE OF EXIST, ROAD

VAI
DIM
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
1 ." 3 FT.
CONTROL STONE
41N.
114
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
\::ccL rUJI - L ri.uttr
WOOD POST - 3 FT. DEEP
3ENERAL NOTES:
)E NO.3 OR NO.57 STONE FOR SEDIMENT
)NTROL AND PAY FOR AT THE CONTRACT UNIT
?ICE PER TON SEDIMENT CONTROL STONE
iE HARDWARE CLOTH 24 GAUGE WIRE MESH
ITH %4 INCH MESH OPENINGS
STALL 5 FT.SELF FASTENER ANGLE STEEL
)ST 2 FT. DEEP MINIMUM
TALL 6 FT. LONG.3 IN. DIA. WOOD POSTS
FT. DEEP MINIMUM
ACE POSTS A MAXIMUM OF 3 FT.
0
N
c
0
TURBIDITY CURTAIN
PUAIP
SILT BAG

yo C 1-/60

■ 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: (�
�e .�� � B . CPfZ►�.o�
tot
S,EP "009
A. Signat IIVIUTWtl cite DO "+
❑ Agent
X -d Addressee
B. Received by (Prin Na C. D e of livery
07 i
D. s delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3, Service Type
/
I�/�� / VCertified Mail ❑ Express Mail
t / /v ❑ Registered ❑ Return Receipt for Merchandise
I&) Z ❑ insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. ARlcle Number
(Transfer from service laben 7008 1140 0002 0397 4301
PS Form 38111 February 2004 Domestic ReturnReceipt 102595-02-M-1540
■ 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:
()et .e1- &ILdir- 6- �.
A. Signature
X ❑ Agent
❑ Addressee
B. Received Printed Name) C. Date of Delivery
D. Is delivery address different from item 19 ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
7ZCertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (7008 1140 0002 0397 3793
transfer from service label}
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

i
FIF
.qFP
■ 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:
-LFIKN'�r -+TC&P- .. 4AIMA 4
T . 0. boy, )41
ut'p a-T I AG
A. Signature
X ❑ Agent
❑ Addressee
B. Received ( rinted Nargej C. Date of Delivery
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7008 1140 0002 0397 4295
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
■ 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:
�4612,r &. W06d wa A-J
SDr( f-r V)6 D j WA fZ 17
8 f-,W4 a.-f , C z-851(v
A. Signature / , t
ddressee
B. Received by (Printed Name) C. Date of Delivery
wcx x��z �7 17V
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7008 1140 0002 0397 4 318
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
4 1—

FI
Lane, Stephen
From: [e-mail]
Sent: Friday, August 28, 2009 2:54 PM
To: jayjohnson @ NCDOT.gov; Lane, Stephen
Cc: Sutton, Michael W
Subject: SR1398 Lennoxville Road Pipe Replacement WBS Element # 2C016014: Storm Water
Drainage Run-off
Attachments: Lennoxville road run off.doc; Lennoxville Road Drainage.pdf
importance: High
Pursuant to phone conversations on 27Aug2009 the following concerns with the subject project are presented
for your review.
As can be seen in the attached drawing and photos the road run-off from Lennoxville road does not discharge at
the culvert from the east side as it does from the west side. The drainage water has been routed across the
property tract # 6317 to discharge into the tidal pond. During large rainfalls this causes erosion of soil from
parcel 6317 and damage to the sea grass at the point of discharge.
I am requesting the drainage be routed, as it is for the east side drainage, to discharge at the opening of the
culvert and prevent further erosion to my property and damage to the natural sea grass.
I have no objection to the proposed subject project if the proper storm water run-off issue is addressed.
Ralph Caricofe
PD-Mgr. Prod. Dev.
RTP Phone: [phone]; Fax:[phone]
Home Address: 2103-206 Barrington Manor Dr, Raleigh, NC 27612
Home Phone: [phone]
[e-mail] q A
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