20110572 Ver 1_Application_20110614

DB61 I~P-1
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name ("rf applicable)
Business Name B-5205 Beaufort 139 SR 1626, Morning Star Road Over
North Carolina Department Of Transportation Intercepting Canal Pantego Township Beaufort County
NIBS Element Number 45303
Applicant 1: First Name MI Last Name
Jay B. Johnson
Applicant 2: First Name MI Last Name
1(addrtional applicants, please attach an additional page(s) with names li sted.
Mailing Address PO Box ~ City State
1587 Greenville NC
ZIP Country Phone No. FAX No.
278351587 US 252-830=3490 ext. 248 252-830-3341
Street Address (Adilferent horn 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 Na. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor # -
Street Address (d drf(e2nt horn 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 (wn be multiple) Street Address State Rd. #
Beaufort SR 1626
Subdivision Name ~ City State Zip
Phone No. Lot No.(s) (6 many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Intercepting Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the Gosest major water body to the proposed project site.
^Natural ®Manmade ^Unknown Cuckolds 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.
None
4. Site Description
a. Total length of shoreline on the traG (R.) b. Size of entire tract (sq.R)
150' (75' East and 75' West) N/A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(l/many lot sizes, please attach additional page with a list) 14.2' ^NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Agricultural Property
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NIA (Attach zoning compliance certficate, rf applicable)
^Yes ^NO ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ~ Yes No
k. Has a 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 DistdC or does it involve a ^Yes No ^NA
National Register listed or eligible property?
<Fofm 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 facilRies. -
N/A
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 commerdal, public, or private use? ^Commerctal PublidGovemment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the projed when complete.
The Existing 82' Long by 28' Wide Timber Bridge Will Be Replaced By a Proposed 102' Cored Slab Bridge.
c. Describe the proposed construction methodology, types of wnstruction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The Existing Bridge Will Be Removed and the Proposed Bridge Will Be Constructed. Typical Bridge 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.
Bridge Replacement, Pipe Replacement, and Resurfacing.
e. Are the proposed activities maintenance of an existing projed, new work, or both? Both
f. What is the approximate total disturbed land area resuking from the proposed projed? 20,370 ®Sq.Ft or ^ACres
g. Will the proposed projed 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 stortnwater 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 ^tJA _
j. Is there any mitigation proposed? ^Yes No NA
If yes, attach a mitigation proposal.
<Fortn continues on back>
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, d applicable, must 6e submitted in order for the application
package to be complete. Items (a) - (/j are always applicable fo any major development application. Please consult tha application
instruction bdoklet on how to properly prepam the required items bebw.
a. A projed 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 projed. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A s8e or location map that is sufhaenty detailed to guide agency personnel unfamiliar with the area to the sde.

Fonn 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 aDPlkxnt Gaims title to the aRected 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 certfied mail. Such landowners must be advised that they have 30 days in
which to submd comments on the proposed project to the Division of Coastal Management.
Name Penny Lynn B. Ziemer
Phone No.
Address 612 Brookwood Lane Goldsboro, NC 27534 Parcel 4387
Name Durwood S. Laughinghouse and cennie Laughinghouse
Phone No.
Address P.O. Box 17945 Raleigh, NC 27619 Parcel 3792
Name Willie Lewis Peele and Hazel Peele
Phone No.
Address 1179 Morning Sfar Rcad Pantego, NC 27860
g. A list of previous state or federal permits issued for work on the project trail. InGude penn8 numbers, permittee, and issuing dates.
None '
h. Signed consultant or agent authorization farm, 'rf applicable.
i. WeOand delineation, rf necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) ~-
k. A statement of cempliance with the N.C. Environmental Policy Ad (N.C.G.S. 113A 1-10), if necessary. If the projedinvoNes expenddure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Ad.
17. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this appliption 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 renresentttiv.-5 of stcte an frara= -s~ia~~: a~~«as :o
enter on the aforementioned lands in connection with evaluating information related to this permit application and foiiow-up
monitoring of the project.
I further certify that the infonmation provided in this application is truthful to the best of my knowledge.
Date May 6, 2011 Print Name _Jay B. Johnson
Signature
Please indicate appligtion attachments pertaining to your pro sect 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
EXCd4®i~-T10{'~ anc! FILL.
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should'be given in feet
Access Other
Channel 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
7. 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. High-ground excavation in cubic yards.
(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:

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? d. (i) Will a disposal area be available for future maintenance?
^Yes ^NO ^NA ^Yes ^NO ^NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?

e. (i) Does the disposal area include any coastal wetlandslmarsh f. (i) Dces the disposal include any area in the watefl
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ^NO ^NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
^CW ^SAV ^SB

^WL ^None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-0-Structures)

iii
Form DC7VI MP-2 (Excavation and Fill, Page 2 of 2)
a. ' Type of•shoreline stabilization: b. Length: 160' (80' East And 60' West)
' ^BUlkhead ®Riprap ^Breakwaler/Sill ^Other. _ Width: 6'-10'
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Granite
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®Na ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap 0
Breakwater/Sill_ Other_
i. Source of fill material.
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ^Yes ®No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
h. Type of fill material.
Granite
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes an: checked, provide the
(ii) Amount of matedal to be placed in the water _ number of square feet affected.
(iii) Dimensions of fll area ^CW ^SAV ^SB
(iv) Purpose of fill ^WL ®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. What type of construction equipment will be used (e.g., dragline,
wntrolled? backhce, or hydraulic dredge)?
Silt Fences and Rip Rap Typical Road and Bridge Construction Equipment
o. (i) Will navigational aids betequired as a result of the project? d. (i) Will wetlands be crossed in trensponing equipment to project
^Yes ®No ^NA site? ^Yes ®NO ^NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
-environmental impacts.
May 6, 2011
Date plicant Signature
B-5205 Beaufort 139 SR 1626, Morning Star Road Over
Intercepting Canal Beaufort County WBS Element Number
45303
Project Name
Jay B. Johnson
plicant Name

Form oc~ ~v~
BRIDGES aid CULVERTS
Attach this form to Joint Appliption for CAMA Major Permit, Forth 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: b. Water body to be crossed by bridge:
^Commercial ®PubliclGovernment ^Prtvate/Community Intercepting Canal
c. Type of bridge (construction material):
Proposed 21" Cored Slab Bridge
e. (i) Will proposed bridge replace an existing bridge? ®Yes ^No
If yes,
(ii) Length of existing bridge: 82'
(iii) Width of existing bridge: 28'
(iv) Navigation clearance undemeath existing bridge: 13'
(v) Will all, or a part of, the existing bddge be removed?
(Explain) All of the Existing Bridge will be Removed
g~ Length of proposed bridge: 113'
d. Water depth at the proposed crossing at NLW or NWL:
2'
f. (i) Will proposed bridge replace an existing wNert? ^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 he removed?
(Explain)
h. Width of proposed bridge: 30'
i. Will the proposed bddge affect existing water flow? ^Yes ®No j. Will the proposed bddge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ^Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 13'
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 bddge above wetlands: -N/A
waters? ^Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
< Form continues on back>

dorm ~CiSi9 UIP-5 {Sridgas and Culverts, Page 2 of 4)
c. Type of culvert (constmdion material):
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 bddge:
(v) Will all, or a part of, the existing bddge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
0'
j. Will the proposed culvert affed navigation by redudng 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):
(iii) Width of existing culvert(s): .
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) W II all, or a part of, the existing culvert be removed?
(Explain)
9. Width of proposed culvert: _ _
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affed existing water flow?
^Yes ^No
If yes, explain:
3. EXCAVATION and FILL ^This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excevation below the NHW or NWL7 ^Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
_ (iii) Avg. width of area to be excavated:
_ (iv) Avg. depth of area to be excavated: _
(v) Amount of material to be excavated in 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 affeded.
^CW ^SAV ^SB
^WL _. ®None
(ii) Desuibe the purpose of the excavation in these areas:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground expvation? ®Yes ^No
If yes,
(ii) Avg. length of area to be excavated: 0' East and 5' West
(iii) Avg. width of area to be excavated: 0' East and 12' West
(iv) Avg. depth of area to be expvated: 2'
(v) Amount of material to be excavated in cubic yards: 4_6
Cubic Yards
II

Form 7CiL9 ii(~-j (Bridges and Culverts, ?age 3 of 4)
d. If the placement of the Dridge or culvert involves any excavation, please complete the foltovring:
(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'
(iii) Do you claim tttre to the disposal area? ®Yes ^NO (If no, attach a letter grant/ng permission Irom the owner)
(iv) Will the disposal area be available for future maintenance? ®Yes ^No
(v) Dces the disposal area incude any coastal wedands/marsh (CW), submerged aquatic vegetation (SANS), other wetlands (WL), or shell
bottom (SB)?
^CW ^SAV ^WL ^SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Dces the disposal area include any area below the NHW or NWL? ? ^Yes ®No
If yes, give dimensions 'rf different from (ii) above.
e. (i) Will the placement of the proposed bridge or wNert result in any
fill (other than excavated material described in Item d above) to
be placed beknv NHW or NWL? ^Yes ®No
If yes,
(ii) Avg. length of area to be filled: .
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Wdl the placement of the proposed bridge or culvert result in any
fill (other Nan excavated material described in Item d above) to
be placed within coastal wetlandslmarsh (CW), submerged
aquatic vegetation (SAN), 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:
g. (i) Will the placement of the proposed bridge or wlvert result in any
fill (other than expvated material described in Item d above) to
be placed on highyround? ®Yes ^No
If yes,
(ii) Avg. length of area to he filled: 120
(iii) Avg. width of area to be filled: 3
(iv) Purpose of fill: Roadway Shoulders
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 shuctures? ^Yes ®No
tt yes, explain: Telephone Cable will be Relocated By If yes, explain:
Directional Bore.
If this portion of the proposed project has already ruceived
approval hom local authorities, please attach acopy o/the
approval a certification.
< Form continues on back>

r+Df;n D~Pi'1 iil t~-~ (Bridges and Culverts, ?age 4 of 4)
c. Will the proposed project require any work channels?
I ^Yes ®No
J 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
d. How will excavated or fill material be kept on site and erosion
conuolk+d?
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 impaCS.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ^No
. I(yes, complete /orm MP-2, Section 3 Por Shoreline
Stabilization onty.
May 6,2011
Date
B-5205 Beaufort 139 SR 1626, Morning Star Road Beaufort
County WBS Element Number 45303
Project Name
Jay B. Johnson
Applicant N e
Applicant Si n tur

I~®il
O OF W a iF G ~ '~/
2 dddS
~ .
> y
O ~
tl ~ .Office Use Only:
Corps action ID no.
DWQ project no.
Fonn Version 1.3 Dec 10 2008
Pre-Construction Notification C Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Pennit ^ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number.
tc. Has the NWP or GP number been verified by the Corps? ^Yes ®No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certification -Express ®Riparian Buffer Authorization

- -
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes ®No For the record only for Corps Permit:

®Yes ^ No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ~ Yes ®No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ®Yes ^ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ®Yes ^ No
2. Project Information

2a.
Name of project: B-5205 Beaufort 139 Bridge To Bridge Replacement SR 1626,
Over Intercepting Canal
WBS Element Number 45303 Morning Star Road
2b. County: Beaufort '
2c. Nearest municipality /town: Pantego
2d. Subdivision name: WA
2e. NCDOT only, T.I.P. or state
project no: 45299
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): N/A
3d. SVeet address: 105 Padolus Highway NC 33 P.O. Box 1587
3e. City, state, zip: Greenville, NC 27835
3f. Telephone no.: 252-830-3490
3g. Fax no.: 252-830-3341
3h. Email address: [e-mail]
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ^ Agent ®Other, specify: Division 2 Environmental Officer
4b. Name: Jay B. Johnson
4c. Business name
(if applicable): North Carolina Depratment of Transportation
4d. Street address: P.O. Box 1587
4e. City, state, zip: Greenville, NC 27835
4f. Telephone no.: 252-830-3490
4g. Fax no.: 252-830-3341
4h. Email address:. [e-mail]
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable):
Sc. Street address:
5d. City, state, zip:
5e. Telephone no.:
Sf. Fax no.:
Sg. Email address:
Page 2 of 11
PCN Form -Version 1.3 December 10, 2008 Version '

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): B-5205 Beaufort 139 SR 1626, Morning Star Road Over
Intercepting Canal
Latitude: N 35.637673 Longitude: - W
1 b. Site coordinates (in decimal degrees): 76.678205
(DD.DDDDDD) (-DD.ODDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Cuckolds Creek
a Tributary of Pamlico River
proposed project: ,
2b. Water Quality Classification of nearest receiving water: SC;NSW
2c. River basin: Tar-Pamliw Pamlico 03020104
3. Project Description ~ ~ ~ -
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
applicaticn:
SR 1626, Moming Star Road is a paved Secondary State Highway. Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
0 Square Feet of 404 Wetland Impacts For The Bridge To Bridge Replacement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement ;the existing bridge has deteoriated and needs replacing.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Existing 82' Long by 28' Wide Steel Plank Floor on Timber Pilings Bridge will be replaced with a Proposed 102' Long
by 27'-10" Cored Slab Bridge. Excavators,Dump Trucks,and Crane Tricks will be used for the Bridge To Bridge
Replacement.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ^ No ^ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
^ Preliminary ^ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Stephen Lane, NCDCM Jay
Other: NCDCM and NCDOT
Johnson,NCDOT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
December 4, 2009
5. Project History
Sa. Have permits or certifications been requested or obtained for ^Yes ®No ^ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to °help file° instructions.
Page 3 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ^ Yes ®No
6b. If yes, explain.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ®Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f. '
Wetland impact Type of jurisdiction
number- Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ -non-404, other) (acres)
Tem ora
W1 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W2 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W3 ^ P ^ T ^ Yes ^ Corps
^ No ^DWQ
W4 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
WS ^ P ^ T ^ Yes ^ Carps
^ No ^ DWO
W6 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
2g. Total wetland impacts ~ 0 Sq. Ft.
2h. Comments: 0 Sq. Ft. of 404 Wetland Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stteam name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWO - non~04, width (linear
Temporary (T) (INT)? other) (feet) feet)
St ^ P ^ T ^ PER ^ Corps
^ INT ^ DWO
S2 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S3 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S4 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
SS ^ P ^ T ^ PER ^ Corps
^ INT ^ DWO
S6 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
3h. Total stream and tributary impacts 0 Linear
Ft.
3i. Comments: 0 Linear Feet of Stream Impacts
Page 5 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U. S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts None
4g. Comments: No Open Water Impacts
5. Pond or lake Construction
If and or lake construction ro osed, then com lete the chart below.
Sa. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total None
5g. Comments: None
Sh. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
5i. Expected pond surface area (aces):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im ads r uire miff anon, then ou MUST fill out Section D of this form.
6a.
^ Neuse ®Tar-Pamlico ^ Other. None
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re wired?
B1 ®P ^ T Fill Intercepting Canal ®Nos 672 Sq. Ft. 613 Sq. Ft.
82 ®P ^ T Fill Intercepting Canal ®Nos 833 Sq. Ft. 516 Sq. Ft.
83 ®P ^ T Fill Intercepting Canal ®Nos 624 Sq. Ft. 500 Sq. Ft.
6h. Total buffer impacts
6i. Comments: See Page 6=A For Total Buffer Impacts
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number- (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts None
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro sect, then com lete the chart below.
5a. Sb. 5c. 5d. Se.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
SL Total None
Sg. Comments: None
Sh. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
Si. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts r uire miti anon, they ou MUST fill out Section D of this form.
6a.
^ Neuse ®Tar-Pamlico ^ Other: None
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zane 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re wired?
B1 ®P ^ T B 4 Fill U/T Cuckolds Creek ®Nos 772 Sq. Ft. 505 Sq. Ft.
B2 ^P^T ^Yes
^ No
63 ^P^T ^Yes
^ No
6h. Total buffer impacts 2901 Sq. Ft. 2134 Sq. Ft.
6i. Comments: 0.07 Acres of Buffer Zone 1 Impacts and 0.05 Acres of Buffer 2 Impacts
Page ~ of 6
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimaation
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There are No 404 Wetland Impacts for this Project and No Coastal Wetland Impacts; However, There are 2901 Square Feet
of Buffer Zone 1 Impacts and 2134 Sq. Ft. of Buffer Zone 2 Impacts due to the installation of a Longer Bridge to Replace the
Existing Bridge. The Wetland Impacts have been minimized to the greatest extent feasible.
tb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ®No
2b. If yes, mitigation is required by (check all that apply): ^DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
"project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Pennittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres -
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation, Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ^ Yes ®No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total butter mitigation required: None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
pennittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
WA
6h. Comments:
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version

E. stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified ®Yes ^ No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan inGuded? If no, explain why.
Comments: Storm Water will diffuse flow through vegetated uplands before entering
wetlands. there are no Weep Holes on the Proposed Bridge, and stormwater is ®Yes ^ No
treated at the outlet pipes at Station 21+g0 Lt -L- and Station 21+95 Rt. -L- with
Rock Inlet Sediment traps and Outlet Energy Dissipators. Stonnwater will filter and
diffuse flow through Special Sediment Control Fence.
2. Stortnwater Mana ement Plan
2a . What is the overall percent imperviousness of this project? N/A Roadway/Bridge Project
2b . Does this project require a stormwater Management Plan? ®Yes ^ No
2c. If this project DOES NOT require a stormwater Management Plan, explain why:
2d . If this project DOES require a stormwater Management Plan, then provide a brief, narrative description of the plan:
Storm Water will diffuse flow through vegetated uplands before entering wetlands. there are no Weep Holes on the
Proposed Bridge, and stormwater is treated at the outlet pipes at Station 21+g0 Lt -L- and Station 21+g5 Rt. -L- with
Rock Inlet Sediment traps and Outlet Energy Dissipators. Stonnwater will filter and di ffuse flow through Special Sediment
ConVol Fence.
^ Certified Local Govemment
2e. Who will be responsible for the review of the Stonnwater Management Plan? ^ DWO Storrnwater Program
® DWO 401 Unit
3. Certified Local Government Storrnwater Review
3a. In which local government's jurisdiction is this project? N!A
^ Phase II
3b. Which of the following locally-implemented stormwater management programs ^ NSW
^ USMP
apply (check all that apply): ^ Water Supply Watershed
^ Other: N/A
3c. Has the approved Stonnwater Management Plan with proof of approval been ^Yes ®No
attached?
4. DWQ stormwater Pro ram Review
® Coastal counties
^ HOW
4a. Which of the following state-implemented stormwater management programs apply ^ ORW
(check all that apply):
^ SessiomLaw 2006-246
® Other: NPDES Permit
4b. Has the approved stormwater Management Plan with proof of approval been
attached? ^Yes ®No
5. DWQ 401 Unit Storrnwater Review
Page 9 of 11
PCN Form -Version 1.3 December 10, 2008 Version

5a. Does the Stormwater Management Plan meet the appropriate requirements? ^yes ^ No
5b. Have all of the 401 Unit submittal requirements been met? ^Yes ^ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/stateflocal) funds or the ®Yes ^ No
use of public (federal/state) land?
1b. If you answered "yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered °yes° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
^Yes ^ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ^Yes ®No
or Riparian Buffer Rules (15A NCAC 28 .0200)?
2b. Is this an after-the-fact permit application? ^Yes ®No
2c. If you answered "yes° to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ^Yes ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered 'yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered'no,' provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate Vestment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. ,
N/A
Page 10 of 11
PCN Form -Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ^ Yes ®No
habitat?
Sb. Have you checked with the USFWS concerning Endangered Species Act ^ Yes ®No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ^ Raleigh
^ Asheville
Sd. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Mr.Travis Wilson, NCWRC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having histodc or cultural preservation ^ Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT HEU Historic Architecture and Archaeology
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodpiain? ®Yes ^ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no-rise standards
8c. What source(s) did you use to make the floodpiain determination? FEMA FIRM Maps
Jay B. Johnson May 6, 2011
ApplicanUAgenYs Printed Name pli gents Signature Date
(Agents signature alid an author¢ation letter from the appfipnt
is rovided.
Page 11 of 11
PCN Form -Version 1.3 December 10, 2008 Version

Page 1 of
Sut#on, Michael W
From: Lane, Stephen
Sent: Friday, December 11, 2009 5:00 PM
To: Sutton, Michael W
Subject: Jurisdictional Determinations
Hi Mike,
I have visited the following sites at your request and made the following jurisdictional determinations:
Beaufort County Bridge 33 (B-5201) on NC99 over UT to Cuckolds Creek - Jurisdictional
~ Beaufort County Bridge 139 (B-5205) on SR1626 over Intercepting Canal -Jurisdictional
Beaufort.County Bridge 141 (B-5204) on SR1625 over UT to Pantego Creek -Non-Jurisdictional
Beaufort County Bridge 157 (B-5203) on SR1532 over Acre Swamp- Non-Jurisdictional
Pamlico County Bridge 18 on SR1316 over Trent Creek-Jurisdictional
I have also flagged out the coastal wetlands on Pamlico 18 as you requested. If I can be of further assistance with any of these
projects, please let me know.
Have a good weekend!
Stephen
***** Note new E-mail Address is: Stephen. [e-mail] *****
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
5/6/2011

Sutton, Michael W °
From: Wilson, Travis W.
Sent: Thursday, November 19, 2009 12:52 PM
To: Sutton, Michael W
Subject: RE: Division 2 Bridges
Mike, I think this covers all the bridge replacements projects you have requested comments
for, however if I have left off anything let me know.
B-5200: This crossing of Blount's Creek should have an anadromous fish moratorium of Eeb
15 to June 15.
B-5201: No concern.
B-5202: No Concern
B-5203: No Concern
B-5209: No Concern
B-5205: No Concern
B-9234: No concern
B-9236: No Concern _
If you have any more questions let me know.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

45
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DETOUR MAP
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8-5205 BEAUFORT BRIDGE #139
DETOUR ROUTE FOR BRIDGE REPLACEMENT
PANTEGO USGS QUAD MAP AND SHEET NUMBER 9
OF THE SOIL SURVEY OF BEAUFORT COUNTY
FIRM PANEL 6688 J
MAP NUMBER 3 7 2 0 6 688 001
APRIL 20, 2011
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
May 6, 201 I
EUGENE A. CONTI, JR.
SECRETARY
WBS Element Number: 45303
County: Beaufort
Description: B-5205 Beaufort 139, SR 1626, Morning Star Road
Over Intercepting Canal
MEMORAINDUM TO: Stephen Lane, NCDCM Field Representative
FROM: Jay Johnson
Division 2 Environmental Officer
SUBJECT: Section .1600 GP Request
Division 2 respectfully request a CAMA Section .1600 GP for the Telephone Line
Relocation as shown on the Utility Plans. Your assistance in this matter is greatly
appreciated.
JBJ/ms
Iv1.AIL[NG ADDRESS:
NC DEPAAT~V¢'.'.'T OF TRANSPORTATION
DIbT$ION OF HIORwAY$
P.O. BOX 1587
GREENVE.LE, NC 27835
TELEPHONE: [phone]
F.4.~: [phone]
N'EBSITE: WtVW.NCDOT.GOV
LOCATION:
P.O. BOX 1587
GREENVILLE, NC
a.:..;..

Project Trucking No. (Internal Use)
11-OS-0002
NO PREHISTORIC OR HISTORIC PROPERTIES PRESENT FORM
PROJECT INFORMATION
Project No: B-5205
WBS No: 45303. I . I
F.A. No.~BRZ-1626(4)
Federal (USAGE) Permit Required?
Project Description:
County: Beaufort
Document PCE
Funding: ^ State ®Federal
® Yes ^ No Permi! Type: NWP 3 & 401
Replace Bridge No. 139 over unnamed canal on SR 1626 (Morning Star Rd)
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined.
Historic Architecture/Landscapes
® There are no National Register-listed or Study Listed properties within the project's area of potential
effects.
® There are no properties less than fifty years old which are considered [o meet Criteria Consideration G
within the project's area of potential effects.
^ There are no properties within the project's area of potential effects.
® There are properties over fifty years old within [he area of potential effects, but they do not meet [he
criteria for listing on the National Register.
® All properties greater than 50 years of age located in the APE have been considered and all compliance
for historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
Archaeology
^ There are no National Register-listed or Study Listed properties within the project's area of potential
effects.
^ No subsurface archaeological investigations are required for [his project.
^ Subsurface investigations did not reveal the presence of any archaeological resources.
^ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible
for the National Register.
^ All identified Archaeological sites located within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a)
has been completed for this project.
"No /lisrnric Properties Presem"/amt for Minor Tmnsponarion Projens as {halified in the 300] Progrommaric Apfeemenl.
NOWT Arclweology d Hir/oric Archileaurc Groups

SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on May 25, 2011. Based on this review, there were no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects (APE). No tax parcel data or Google "Street Views" were
available for this area, however aerial photograph revealed a structure in the vicinity of the bridge. A site
visit was recommended.
On June 1, 2011 a NC DOT Architectural Historian surveyed the entire project area. The structure that
appeared on the aerial photograph is a circa 1975 house which does not meet the eligibility criteria for
National Register listing.
SUPPORT DOCUMENTATION
See attached: Maps
Signed:
<:=~ ~~
Cultural Resources Sr!rec~ial~.sE, NCDOT
Date
Representative, HPO
HPO/OSA Comments:
~~' ~ ~ I
Date
"No Historic Propertirs Present"form Jnr Minor 7ransporrorian Projects as Oual~ed in the 1007Yrogrammnric Agreemem.
NCfXjT Archaeology & Historic Archirenure Groups

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Project Tracking Na. (lnterna( Use)
11-OS-0002
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No: B-5205 County: Beaufort
WBS No: 45303.1.1 Document: PCE
F.A. No: BRZ-1626(4) Funding: ^ State ®Federal
Federal (USAGE) Permit Required? ®Yes ^ No Permit Type: NPW 3 CAMA and 401
Project Description: Bridge No. 139 along SR 1626 (Railroad Bed Road [may also be referred to as
Morning Staz Road]) over an Unnamed Canal in Beaufort County is an Existing 82' Long x 28' Wide
Bridge that will be replaced by a Proposed 110' Long by 30' Wide Bridge. The purpose of this project is
to replace the existing bridge due to the age and deterioration of the existing stmcture, which was built in
1976.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description ofreview activities, results ofreview, and conclusions:
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Friday,
May 13, 2011. A comprehensive archaeological survey at this particular bridge location along SR 1626
(Railroad Bed Road) has never been conducted. There are no known azchaeological sites recorded within
one (1) mile of the proposed project. Digital copies of FiPO's maps (Pike Road Quadrangle) were not
available so the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) was utilized on Monday, May 16,
2011. There are no recorded historic structures that may have intact archaeological deposits located
within the footprint of the proposed project. Topographic maps, historic maps (NCMaps website), USDA
soil survey maps, and aerial photographs were utilized and inspected to gauge environmental factors that
may have contributed to historic or prehistoric settlement within the project limits, and to assess the level
of modern, slope, agricultural, hydrological, and other erosive-Type disturbances within and surrounding
the archaeological APE.
Brief Explanation ofwhy the available information provides a reliable basis for reasonablypredtcting
that there are no unidentified historic properties in the APE:
First, there are no known archaeological sites located within one (1) mile of the proposed project.
Second, Bridge No. 1401ocated 0.3 mile up the road was reviewed twice by the Office of State
Archaeology (OSA), first in 1996 (ER 96-7608) then again in 2005 (ER OS-2584). Both times OSA
cleared the proposed bridge replacement project citing low probability and low impact. Third, this is a
replace-in-place bridge project with anoff--site detour. All proposed activities aze to take place within the
existing 60' ROW, with no additional ROW being acquired nor any easements granted. Based on its
^ature and design, the proposed project is very similar to that which was cleared by OSA twice before.
Therefore, no archaeological survey is required for this project. If design plans change prior to
constmction, then additional consultation regarding archaeology may be required. As currently designed,
this bridge replacement project is unlikely to affect any significant NRHP-eligible archaeological
resources. No further archaeological work is recommended uriless design plans change prior to
construction at which point further consultation may be required. .
"No Survey Required"] rm for Mlnor Transpormtion Rnjec/s as Qual~ed in the 1007 Programmatic Agreement.
NCDOTArc{meology & Historic Archirecmre Groups

SUPPORT DOCUMENTATION
See attached: ®Map(s) ^ Previous Survey Info ^ Photos ^Correspondence
^ Photocopy of County Survey Notes
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL - NO SURVEY REQUIRED
Archaeology Historic Architecture (Circle One)
/(M^~~ ~ May 16, 2011
NCDOT Cultural R s urces Specialist Date
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"Nn Survry Required"form j rMirmr T upormaon Projects al [JUaI fed in the 3007 Progrmnma0e Agreement
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