54632_NC DOT_20100122

❑CAMA / ❑ DREDGE & FILL f
GENERAL PERMIT
[-]New ❑Modification ❑Complete Reissue El Partial Reissue
As authorized by the State of North Carolina, Department of Environment and Natural R(sources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC_
Applicant Name
Address
"-' V
'
City y " `
State ` y i ZIP `
Phone # (i .)f
Fax # ( )
Authorized Agent`i
Affected ❑ CW
DEW
OPTA (DES ❑ PTS
AEC(s): ❑ OEA
❑ HHF
❑ IH ❑ UBA ❑ N/A
❑ PWS:
❑FC:
ORW: yes / no
PNA
yes / no Crit.Hab. yes / no
Previous permit #
Date previous permit issued
Project Location: County.
Street Address/ State Road/ Lot #(s)
Subdivision
[11 Rules attached.
J - "
iJ
City t ZIP
Phone # ( ) River Basin
Adj. Wtr. Body ~ ' '� F (nat /man /unkn)
Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platform(s) _
Finger pier(s)
i
-.. —i-- --- ---�
r r
(Scale: ; i )
�-
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
-
-
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
_
1
{
{
I
Gi
E
C
u
r.
A
-
o
I
IC
ifrr
,.
i
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes
Moratorium: n/a no
Photos: (Se.> no
Waiver Attached: yes �o�'t
A building permit may be required by:
Notes/ Special Conditions
!` "' t ° ' ' y
i
i
�
©'--See note on back regarding River Basin rules.
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
i�
Local PlanningJurisdiction 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, certifythatthis 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
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax: [phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888ARCOAST
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

DOM Mr-1
RECEIVED
APPLICATION for JAN 2 2 2010
Major Development Permit Morehead City DCM
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department Of Transportation
P-28 SR 1317, Orchard Creek Road Pamlico County WBS
Element 213.206911
Applicant 1: First Name
MI
Last Name
Jay
B.
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1587
Greenville
NC
ZIP
Country
Phone No.
FAX No.
27835 1587
us
252 - 830 -
3490 ext. 248
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
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (►f 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
JAN 2 2 2010
SR 1317, Orchard Creek
Road
Subdivision Name
City
Morehead City DCM T
tate
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
Neuse
Tar 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
Neuse River
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.
None
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
70' (35' North and 35' South)
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)
3.2' ❑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 ❑No ®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
o. Describe existing drinking water supply source.
N/A
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/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 3@ 66" x 60' CMP Will Be Replaced By Proposed 2@ 103"x 71"x 60' CAAPA. 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? 2120 ®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 stonnwater be discharged into a wetland? MYes ®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 EINA
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) — (0 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.

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 ipts as pr�gf —th_at such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised they hav WW
which to submit comments on the proposed project to the Division of Coastal Management. �A
Name W. Grant Biesedker JAN 2 2 20to
Phone No. tJ
'Wo►eheod Cffy DCIN
Address 3330 Claude Brewer Road Loganville GA 30249 Parcel K081-87/1
Name River Dunes Corporation
Phone No.
Address P.O. Box 1505 New Bern, NC 28563 Parcel L10-3
Name Fred August Englert.11
Phone No.
Address 2312 Merymount Drive Suwanee, GA 30024 Parcel K081-83-1
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 ownet)
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 December 3, 2009 Revised January 21, 2010 Print Name _Jay B. Johnson
Signature Qxlc�
U 0
Please indicate application attachments pertaining to your p oposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Form DCM MP-2
RECEIVE®
EXCAVATION and FILL CAN 2 2 2010
(Except for bridges and culverts) Morehead City pCIN
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
NA
NA
Depth
Final Project
NA
NA
Depth
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 (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:
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.
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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?

jinn a-1.4 Fite., Page 2 of 2
9 )
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
Class B Marl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 35' North 35' South
Breakwater/Sill Other
i. Source of fill material.
b. Length: 70' (35' North And 35' South)
Width: 5'
d. Maximum distance waterward of NHW or NWACEIVED
JAN2�96nJ—
f. (i) Has there been shoreline erosion d��}[eceding 12
months? "`'"''���CC11tltl Gjy pCU
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Class B Marl
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LJYes LJNo LJNA b. (i) Will fill material be placed in coastal wetlands/marsh ((;W),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b
controlled?
Silt Fences and Rip Rap
c. (i) Will navigational aids be required as a result of the project? d
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Typical Road Construction Equipment
(i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
December 3, 2009 Revised January 21, 2010 Jay B. Johnson
Date Applicant �%'
P-28 SR 1317,Orchard Creek Road,Pipe Replacement WBS
Element Number 213.206911 Applicant Sig a re
Project Name

I RECENE�
;
Form IN MP-5
UAN 2 2 2010
BRIDGES and CULVERTS 'Wo.®heodCOY DQ,
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. BRIDGES ®This section not applicable
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private/Community
C. Type of bridge (construction material):
b. Water body to be crossed by bridge:
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,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) 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 a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: 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, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes []No
If yes, explain:
t. CULVERTS El This section not applicable
a. Number of culverts proposed: 2
b. Water body in which the culvert is to be placed:
Tar Creek
< Form continues on back>

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
RECSVEC;
c. Type of culvert (construction material): r "Crehe" %;Ify JAN 2 2 2010
CAAPA 4 fi
DCM
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: 60'
h. Height of the top of the proposed culvert above the NHW or NWL.
1.6'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes []No
If yes,
(ii) Length of existing culvert(s): 60' l'- i-; 5-" ,.,
(iii) Width of existing culvert(s):.W' 61.
(iv) Height of the top of the existing culvert above the NHW or
NWL: 1.0'
(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: 103"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ®No
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: North 10' South10'
(iii) Avg. width of area to be excavated: 2.5' North South 2.5'
(iv) Avg. depth of area to be excavated: 4_5'
(v) Amount of material to be excavated in cubic yards: 17
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: 60'
(iii) Avg. width of area to be excavated: 40'
(iv) Avg. depth of area to be excavated: 2_3'
(v) Amount of material to be excavated in cubic yards: 204
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.
®CW 180 So.Ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding

arm DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following: zrt
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road 'Y
, , 2® 4to1Z
e
E
(ii) Dimensions of the spoil disposal area: 100' x 200' '" clf _
(iii) Do you claim title to the disposal area? ®Yes [:]No (If no, attach a letter granting permission from the owner.) C1W
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes NNo
If yes, give dimensions if different from (ii) above.
(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: North 35' South 35'
(iii) Avg. width of area to be filled: 5' North and 5' South
(iv) Purpose of fill: Pipe Bedding
(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 NNo
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(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.
NCW 180 Sq. Ft. ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding
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 NNo detour structures? ❑Yes NNo
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>

MP-5 (Bridges and Culverts, Page 4 of 4)
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.
December 3,2009 Revised January 21, 2010
Date
P-28 SR 1317, Orchard Creek Road, Pipe Replacement, Pamlico
County WBS Element Number 2B.206911
Project Name
Jay B.Johnson
Applicant Names
Applicant Signature
How will excavated or fill material be kept o site ang rosioncFOV
controlled?
Turbidity Curtains and Silt Fences will be �t% b
sediment on -site gbh to®� ? ,®
®C.t
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.

i
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
11tUMBER
PROPERTY
OU tER
!BAN 2 2 2010
`�D S mi City oc
K081-8717
W. Grant Biesecker
3330 Claude Brewer Road
Loganville, GA 30249
L10 3
River Dunes
Corporation
P.O. BOX 1505
416—A Pollock Street
New Bern NC 28563
K081-83 I
Fred August
Englert, II
2312 Merrymount Drive
Suwanee, GA 30024

RECEIVED
UAN 2 2 2010
P-28 Pipe Replacement, SR 1317, Orchard Creek Ro fthepdco,0,
g�
Pamlico County Replace Existing 3 @ 46$"x 60' CMP
With Proposed 2@ 10399x 71"x 60' CAAPA
N 35A-04'-34"
W 76A-37'-21"
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.

PIPE REPLACEMENT OFP-28 l �J%� 2 2010
SR 1317, ORCHARD CREEK ROAD OVER TAR CREEK IWOrehead City ACM
EXISTING 3@ 60 "x 60' CMP
PROPOSED 2@ 103"x 71 "x 60' CAAPAA
BROAD CREEK USGS QUAD MAP WBS ELEMENT NUMBER: 2B.206911
SHEET NUMBER 9 OF THE SOIL SUR VEY OF PAMLICO COUNTY
FIRM PANEL 7408 J
MAPNUMBER 3720740800 J NOVEMBER 24, 2009
Qe�
0
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a
61
Pami
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F �a�rL Fa
PIPE REPLACEMENT
Y= 491111.1555
X= 2 711224.913 7
N 35^-04'--34"
W 76A-37'--21 "
N 35.076017 DEGREES
W 76.622583 DEGREES
S v da�dCr 0 700 1,400 2,800 4,200 5,600
"' eel Rd Feet
co

RECEIVED
PIPE REPLACEMENT OF P-28 �Q
SR 1317, ORCHARD CREEK�(�f4D OVER TAR CREEK "oreheQcf City ®C
EXISTING 3@ 14 "x 60' CMP
PROPOSED 2@ 103 " x 71 " x 60' CAAPAA
BROAD CREEK USGS QUAD MAP WBS ELEMENT NUMBER: 2B.206911
SHEET NUMBER 9 OF THE SOIL SURVEYOFPAMLICO COUNTY
FIRM PANEL 7408 J
MAP NUMBER 3720740800 J NOVEMBER 24, 2009
cP m A N
1p
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PIPE REPLACEMENT
Y= 491111.1555
X= 2711224.9137
N 35^-04'--34"
W 76A-37'--21 "
N 35.076017 DEGREES
W 76.622583 DEGREES
0 2,9505,900 11,800 17,700 23,600
Feet

PIPE REPLACEMENT OF P-28 f 'JAN 2 2 WON
.
SR 1317, ORCHARD CREF�KRO� OVER TAR CREEK ,
EXISTING 3@ 48"x 60' CHP Morehead City 4C
PROPOSED 2@ 103 " x 71 " x 60' CAAPAA
BROAD CREEK USGS QUAD MAP WBS ELEMENT NUMBER: 2B.206911
SHEET NUMBER 9 OF THE SOIL SURVEY OF PAMLICO COUNTY
FIRM PANEL 7408 J
MAPNUMBER 3720740800 J NOVEMBER 24, 2009 :y
�I
W J.
S� — O� 1,. . is :.�,.,, a '� -, ; .
lie
}lt
s _3 _—Fork Pt Pai 5 '3
tc; 1 V ,, y brace n; is
('4 m ` , � + o h.ma cats
( C re s k i � stiate Pd rt
a .'
.' r Granf'eyard ..:r
f, -,try �'�� — .�) F% F � V•J _ i !' � � t __ •z.
At I
/ `fit
PIPE REPLACEMENT �--�
Y= 491111.1555
X= 2 711224.913 7
N35^-04'--34"
W 76^-37'--21 "
N 35.076017 DEGREES
W 76.622583 DEGREES
O
rj)
. Gurs+j Thicket
��tfix.t�
0 7001,400 2,800 4,200 5,600
Feet

I� TAR CREEK
MARSH
SA;HOW;NSW
�i NEUSE RIVER BASIN
RIPARIAN BUFFER
K081-8711 PROPOSED RULES APPLY
LIO-3
`�
W. GRANT BIESECKER LOWER NEUSE
TURBIDITY CUR AINHUC
RIVER DUNES CORPORATION
GP��
3330 CLAUDE BREWER ROAD CODE 03020204
P.O. BOX 1505
LOGANVILLE, GA 30249 Bl �x x—�
416-A POLLOCK STREET
DB 167, PG 330 140 Sq. Ft. CAMA IMPACTS k
NEW BERN, NC 28563
30 Sq. Ft. BZI IMPA TCTC S \ 35'
DBK. 419, Pg. 398
PCA 132-5
EXISTING RiW MARSH
+
B2 EXISTING R/W
CAMA FLAGS 8'
l35 Sq. Ft. OPEN
I I I I
WATER IMPACTS
I I I I
40 Sq. Ft. BZl IMPACTS
CAMA LINE I I
EXISTING EP I 1 EXISTING
3@ - 8q x 60, CUP
! 1
EXISTING EP
0.96 MILES TO JCT. SR 1320 PROPOSED 2@ l03" x 7/" x60' CAAPA
^� PAMLICO ROAD I I
2.1 MILES TO JCT
SR 1375
I I I I N 35°-04`-34"
PENINSULA DRIVE
1 1 I I W 76°-37'-2/"
SR /3/7
EXISTING EP CAMA LINE ! I I I Y= 491111.1555 ORCHARD CREEK ROAD
EXISTING EP
! X = 2711224.9157
B4 I I
l0 Sq. Ft. BZI IMPACTS 1 I !
CAMA FLAGS B3
40 Sq. Ft. CAMA IMPACTS !
225 Sq. Ft. OPEN
J' 7
—WATER IMPACTS
/0
EXISTING R/W / \ 35 5
Sq. Ft. BZI IMPACTS
EXISTING R/W
✓
�i k S
k�-
PROPOSED
LIO -3
K08/ -83 -1 MARSH _X x X
TURBIDITY CURTAIN RIVER DUNES
CORPORATION
FRED AUGUST ENGLERT, Il DECEMBER 3, 2009
P.O. BOX /505
2312 MERRYMOUNT DRIVE CAMA GP APPLICATION
416-A
POLLOCK STREET
SUWANEE, GA 30024 SR 1317, ORCHARD CREEK R A_ OVER TAR CREEK �/ �i NEW
BEfW, NC 28563
OB 497, PG 171 EXISTING 3@ �' 60rCMP
u`�
DBK.#19, ft. 398
MB.6, Pg. 84 `� N PROPOSED 2@ 103"x 71" x 60' CAAPA
Pf 4 /to
FIRM PANEL 7408 J BROAD CREEK USGS QUAD MAP
\1
SCALE: P'=20'gR
MAP NUMBER 37200740800 J SHEET NUMBER 9 OF THE SOIL SURVEY
REVISED: JANAURY 2/, 20/0
8
WBS ELEMENT NUMBER : 2B.2 � 6911 OF PAMLICO COUNTY
NEUSE RIVER BASIN COD
NEUSE RIPARIAN BUFFER RULES APPLY

PROJECT NO. 2Be206911 CROSS SECTION OF
DATE NOVEMBER 25, 2009 PIPE REPLA CEME11tT REcavEr,
ROAD SR 1317
ROAD NAME ORCHARD SR 1317 ORCHARD CREEK 102010
CREEK ROAD PAMLICO COUNTY I"Of8hGod city IDcA,
COUNTY PQLICO REVISED JANUARY 21,2010
ROAD
EXISTING 3 o 669 x 60' CMP SR 1317
4 0'
2.3'
NWL
C dd' z 64 405'
0' 1.fP ' dd' z 60' Or1P dd' z 60' CMP
NOT TO SCALE
PROPOSED 2@ 1OT x 7r x 60' CAAPA
301
SR 1317 SH 1317
2.8'
NORMAL WATER LEVEL
AREA TO BE EXCAVATED
AND BACKFiLLED 4.5'
.103'.71iW C"A 4/ .103'z7 *A6W C"A �YMII%Y ee:anAc
� H � W
W
EXISTING STREAMBED w w
w W O
UNDERCUT AND BACTffILL PROPOSED RIP RAP Q END I o TOP VIEW a
OF PIPE o
z o o F
N U uj
X
35' w 0W �w W
_
P P/
srp
CREEK CREEK
EXCAVATION ABOVE NWL:
40'w X 60'L x 2.3'd = 204 CUBIC YARDS FINISHE❑ EARTH SLOPE AS REQUIRED
EXCAVATION BELOW NWL: \
PROPOSED RIP RAP o END
5'w x 20'L x 4.5'd = I7 CUBIC YARDS I OF PIPE
I I

r
RLT WIN TY►E `S'
LEGEND SHEET
DIFFUSE FLOW THROUGH WETLA DS
VEGETATED UPLANDS BEFORE ENTERING WET AD \
w TYPICAL
EACH
C T�L LEGEND.
w
TEMPORARY ROCK SILT CHECK 1. 1 >
TYPE -A UPLANDS /
w
d
a SLT BASIN TYPE 8
W
U-
TEMPORARY ROCK SILT CHECK TYPE -A
.. TEMPORARY ROCK SlT CHECK TYPE-8
aQ
o
^.��•.*--.+-- TEMPORARY 917 FENCE
SILT BASIN iYPE-B
o
w
GRABS BREAK
a
W
I
DIRECTION OF FLOW
W
I
III' - WOODSLINE
t�~
DIFFUSE
FLOW
DETAIL
DIFFUSE FLOW
TE%PORRTTY R v":( GILT CHECK TYPE '3'
DI�iCII tllE
�`..�®SE OF FAYEEENT
ITAUMUL STME
r< '
IEOE mic VIEW
pit or DIYW
1, lam.
KMATUMML WOM
it.
it. WIN
CROSS SECTION
SILT
CKYMIMENT
TRAPEZOIDAL DITCH
ELEVATION V191
NTS
------- 404 WETLANDS FILL AREA
20' ]0
-- NEUSE RIVER RIPARIAN BUFFER
t tlfp
—------- 404 WETLANDS
* -- COASTAL WETLANDS
GL � GL � '--- CRASS LINED CHANNEL
----OPEN WATER IMPACTS
IEOTIOX !•!
T • tt• Yp.� tt� YU,
Fl
wn
SECTION A•A
TEMPORARY ROCK SILT CHECK TYPE —A
PROPOSED SILT FENCE
WETLAND VAR.O'-G'
EDGE OF EXIST. ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
AG
TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
(D SEWER CLEAN OUT
® WATER VALVE
FIRE HYDRANT
0 WATER METER
EIP0 EXISTING IRON PIPE
+ PROPERTY CORNER
IL— PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
z-
X-SECTION AREA (A)= e0 IZD
TOP WIDTH IT) - B F 2DZ
AREA TO BE 6
FILLED OR �— UNDISTURBED AREA
DISTURBED
.1
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
DETAIL a �
NTS =
PROPOSEI!;kw F�E
Fl
ry
VAR.O'-6' I WETLAND
EDGE OF EXIST. ROAD

VAI
DIM
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
4IN.
I/
SEDIMENT CONTRO
I FT, MIN.
WATER FLOW
\�ittL rU�/ - z ri.uttr
W00D POST - 3 FT. DEEP
GENERAL NOTES:
USE NO.3 OR N0.57 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 5 FT.
TURBIDITY CURTAIN
PUMP
SILT BAG

RECEIVEC
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
December 3, 2009
River Dunes Corporation
P.O. Box 1505
416-A Pollock Street
New Bern, NC 28563
To Whom It May Concern:
�'Aorehoad City pCM
1-11 L ,
0)
More ead City DGM
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace pipes on -site of his/her property, Parcel L10-3, located on SR 1317, Orchard Creek Road in Pamlico County
The sketch attached accurately depicts the proposed construction.
Should you have objections to the Oroposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
on
I have no objection to the proposed project as described in this correspondence.
objection to the
/ Z// 7/a 9 (Date)
as presently proposed and have enclosed comments.

fi RECE1 ,r:
'JAN 2 2 2010
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
December 3, 2009
Fred August Englert,II
2312 Merrymount Drive
Suwanee, GA 30024
To Whom It May Concern
Morehead City DCM
Morehead ity DOM
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace pipes on -site of his/her property, Parcel K081-83-1 located on SR 1317, Orchard Creek Road in Pamlico
County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to. -
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
d� I have no objection to the proposed project as described in this correspondence.
I -obi n t© the project as presently proposed and have enclosed comments
(Signature)
tovij (Date)

UN -NAMED
TRIBUTARY
2288
OF WHITEHURST
CREEK '
THE BAUGUS FAMILY, I IC
P.O. BOX 517
MOREHEAD CITY, NC
28557
TIDAL
D8K.1293, Pg. 482
I
AREA I
N
COASTAL WETLAND
IMPACTS =
40 Sq. Ft.
OPLEN WATER IMPACTS = 40
Sq.Ft.
EXISTING R/W
0.38 MILES TO SR 1341
STRAITS POINT ROAD
EXISTmo
ING EP
EXISTING EP
SR 1332
HARKER'S ISLAND ROAD
N 32'-0l'-55' E
EXISTING 60' x 59 CMP
PROPOSED 73' x 55' x 59 CAAP
8701
UNDSEY TURNER AND NANCY TURNER
165 TURNERS FARM LANE
REIDSVILLE, NC 27320
DBK. 423, Pg. 258 AREA 2
COASTAL WETLAND IMPACTS = 40 Sq. Ft.
OPCEN WATER IMPACTS = 40 Sq.Ft.
OJ8 MILES TO SR 1334
STRAITS CUT-OFF ROAD
saw -
low
N 34' -44'-06.842"
W 76-33'-30.771'
5'
EXISTING R/W 3275 I c'J
JOHN V. MERRINER AND NANCY MERRINER AREA 3
P.O. BOX 223 COASTAL WETLAND
BEAUFORT, NC 28516 AREA 4 IMPACTS = 40 Sq. Ft.
DBK.666,Pg.436 COASTAL WETLAND I ' " OPCEN WATER
CAMA GP APPLICATION IMPACTS = 40 Sq. Ft. IMPACTS = 40 Sq. Ft.
OPEN WATER
NI -46 PIPE REPLACEMENT IMPACTS = 40 Sq. Ft. \
SR /332, HARKER'S ISLAND ROAD
OVER UN -NAMED TRIBUTARY OF W HI TT EHURST CREEK SCALE: l " =20'
EXISTING I@ 60" x 50' CMP
PROPOSED 73" x 55" x 50' CAAP
W BS ELEMENT NUMBER 2B.20161I
NOV EMBER l0, 2009
WHITE OAK RIVER BASIN
HARKER'S ISLAND USGS QUAD
8701
LINDSEY TURNER AND
NANCY TURNER
165 TURNER'S FARM LANE
REIDSVILLE, NC 27520
OBK. 423, Pg. 258
MAP

C
ompleteitems 1, 2, and 3. Also complete
Is desired.
estricted Delivery
name and address on the reverse
can return the card to you.is card to the baeck t the mailpiece, front if space p
1. Article Addressed to:
(kip
,41lQ A
A. Signal , ,_ L) . - ❑ Agent
�� Y C. Date of Delivery
B R eived b( nnted acne) t 2
different from item 1? [3 Yes
D. 1s delivery address ❑ No
If YES, enter delivery address below:
3, Service Type
q Mail
Certified Mail [3ExP
p Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑Yes
2. Article Number 7009 0080 0002 4028 8202 102595-0�
(Transfer from service label)
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:
2. Article Number
(Transfer from service label)
PS Form 3811, February 2004
A.
A—
B. Received by (ArintedoName) C. Date of Deliver
ri2f� ��.eCLGAU(j ;I/z-,/oe
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
*3�Certifled Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7009 0080 0002 4028 8103
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:
e/AIW ap_-
A. Signature
102595-02-M-1540
X ,7 i ❑ Agent
Addressee
B. Receiv y ( Anted W C. Date of Delivery
D. Is delivery addresd different from item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
"rtifled 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) 7009 0080 0 0 0 2 4028 8196
PS Form 3811, February 2004 Domestic Return Receipt 102595.0244-1540
SR 1.3/-7
RECEIVED
1222010
ead City DCM