20090849 Ver 1_Application_20090806

V ?,

STATE OF NORTH CAROLINA
0
R
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 31, 2009
Mr. William Wescott
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
Dear Sirs:
,09084
Subject: Application for Nationwide Permits 13 & 33, 401 Water Quality Certification,
CAMA General Permit, and Tar-Pamlico Riparian Buffer Authorization for the
replacement of Bridge No. 140 over Albemarle Canal on SR 1616 in Beaufort County.
State Project No. 8.2151701. Federal Aid Project Number BRZ-1626(6). Debit
$400.00 from WBS 33698.1.1. TIP No. B-4428.
Please find enclosed a Pre-Construction Notification (PCN) form, U.S. Coast Guard Public
Notice, buffer drawings, permit drawings, roadway plans, a copy of the State Stormwater Permit
Exclusion, North Carolina Division of Coastal Management Major Permit Forms 1, 2, and 5,
utility drawings, and adjacent riparian landowner return receipts for the above referenced project.
A Categorical Exclusion (CE) was completed for this project on March 3, 2008, and distributed
shortly thereafter. Additional copies are available upon request. The North Carolina Department
of Transportation (NCDOT), Division of Highways, in consultation with the Federal Highway
Administration (FHWA), proposes to replace Bridge No. 140 in Beaufort County. The proposed
let date for the project is May 18, 2010 with a review date of March 30, 2010; however, the let
date may advance as additional funds become available. There are no proposed permanent
impacts resulting from construction of the project.
Regulatory Approvals
CAMA: NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act General Permit. The landowner receipts are provided with this permit
application. Authorization to debit the $400 Permit Application Fee from WBS Element
33698. 1.1 is hereby given.
Section 404 Permit: The NCDOT requests that a Nationwide Permit 33 be issued to authorize
temporary fill. We are also requesting the issuance of a Nationwide Permit 13 for bank
stabilization. (72 CFR; 11092-11198, March 12, 2007).
EUGENE A. CONTI, JR.
SECRETARY
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTPAEW OF TRANSPowAnGN FAX [phone] An "c AVENUE
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS SURE 116
1596 MAIL SERVICE CENTER WESSITE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598
Section 401 Permit: We anticipate 401 General Certification numbers 3688 and 3689 will apply
to this project. We are requesting written approval from NCDWQ. In accordance with 15A
NCAC 2H, Section .0500(a), we are providing five copies of this application to the NCDWQ for
their review and approval.
Tar-Pamlico River Basin Buffer Authorization: NCDOT requests that the NC Division of Water
Quality review this application and issue a written approval for a Tar-Pamlico Riparian Buffer
Authorization.
A copy of this permit application will be posted on the NCDOT website at:
htW://www.ncdot.orvJdoh/preconstruct/t)e/neu/per-mit.htrnl
If you have any questions or need additional information, please call or email Dr. Lance P.
Fontaine at 919-431-6667 or [e-mail].
Sincere ,
"-- Gregory J. Thorpe, Ph.D. Environmental Management Director
Project Development and Environmental Analysis Branch
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer
Mr. Scott McLendon, USACE, Wilmington
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Ron Sechler, NMFS
Ms. Anne Deaton, NCDMF
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Dionne Brown, Project Planning Engineer
O?OF W ATEgOG
'ti
o1;iii? ?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the
Corps:

Section 404 Permit El Section 10 Permit
I
1b. Specify Nationwide Permit (NWP) number: 13 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
Id. 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
le. 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. El Yes ®No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ® Yes ? No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ? No
2. Project Information
2a. Name of project: Replacement of Bridge No. 140 over Albemarle Canal on SR 1626
2b. County: Beaufort
2c. Nearest municipality / town: Pantego
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4428
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
415. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2
B. Project Information and Prior Project History
1. Property Identification
Ia. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.638614 Longitude: - 76.672386
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: -2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to

proposed project: Albemarle Canal
2b. Water Quality Classification of nearest receiving water: SC; NSW
2c. River basin: Tar Pamlico
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
application:
Existing conditions on the site include maintained/disturbed, agricultural/cultivated land, and some woodland adjacent to
Albemarle Canal. General land use is Residential with Very Low-density detached dwelling and cropland and pasture.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Albemarle Canal -120'
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 3-span, 116-foot timber bridge on timber pile bents with a 130-foot, 3-span, 21 inch cored
slab superstructure atop pile bents. The new bridge will be on the existing alignment and an off-site detour will be used.
Standard road building equipment, such as trucks, dozers, and cranes will be used. Telephone utilities will be relocated
on-site via the directional bore method.
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: Environmental Services,
Name (if known): J. Bannore, S. Ward Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 8, 2006
5. Project History
5a. 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.
N/A
C. Proposed Impacts Inventory
1. Impacts Summary
la. 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)
Temporary T
Site 1 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 2 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 3 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 4 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 5 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts X Permanent
X Temporary
2h. Comments:
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 Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Stabilization:

Site l ®P ? T embankment
rip-rap
Albemarle Canal ® PER ® Corps
65
12
(stormwater ? INT ? DWQ
management)
Site 2 ? P ® T Pipe Albemarle Canal ® PER
? INT ® Corps
? DWQ 65 12
Site 3 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 4 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 5 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 12 Penn
12 Temp
3i. Comments:
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 individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number- waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or
(acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. 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 impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporary T required?
131 ®P ? T Driveway / Access
(associated with DR4) Albemarle Canal ? Yes
®No 1118 0 304.0
B2 ®P ? T Cored Slab Bridge Albemarle Canal ® Nos 706.0 .
Temp Access / Fill
B3 ®P ? T (Road Crossing Impacts
and Grading and ReVeg Albemarle Canal ? Yes
®No 6604.0 184.0
in BZ-2)
6h. Total buffer impacts 8428.0 488.0
6i. Comments: Impacts as per meeting with David Wainwright of DWQ 14 May 2009 - Bt captures impacts associated
with the driveway DR4. B2 captures impacts associated with bridge from end-bent to end-bent. B3 captures 1) impacts of
fill/rip-rap near bridge but outside the limits associated with "Bridge Crossing", and 2) impacts associated with the
relocation of the existing road facility east and away from Albemarle Canal. Exisiting concrete of road facility will be
removed, area will be graded to drain over a re-seeded grass area and into wooded riparian buffer. Exisiting conditions in
this area (Sta. 13+51.00 to 19+25.00) are such that BZ-2 lies on paved road surface. BZ-1 consists of a
maintained/disturbed (mowed) grass strip of varying width (-20 - 45 ft) and an existing wooded riparian buffer adjacent to
Albemarle Canal. NCDOT does not plan to remove any woody vegetation from BZ-1 in this area.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed bridge is 14 feet longer than the exisiting bridge; existing road facility from approximately Sta. 13+51.00 to
19+25.00 will be removed, graded to drain towards canal and re-seeded with grass. This will produce a vegetated BZ-2
where it is currently pavement (i.e. Grading and Revegetation in BZ-2); rip-rap will be installed as part of stormwater
management plan in areas where existing pipes or drainage are causing heavy erosion; an off site detour will be used;
3:1 fill slopes where practicable; utility relocation staging and bore holes will take place in area of existing road facility to
be regraded and re-seeded.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Design standards in sensitive waters; soil and erosion control measures; top down construction
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
? Yes ® No
If no, explain: The NCDOT does not propose mitigation for
stream bank stabilization activities. Stabilizing the bank of a
2a. Does the project require Compensatory Mitigation for stream does not require fill in the stream bed and, therefore,
impacts to Waters of the U.S. or Waters of the State? under Section 404 of the Clean Water Act, does not
constitute Loss of Waters of the U.S. and is not subject to
compensatory mitigation. Furthermore, the proposed bank
stabilization activities are necessary to prevent erosion and
sedimentation, i.e. preventing bank destabilization and
minimizing impacts to the environment.
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, ? hich mitigation option will be used for this
[I payment to in lieu fee program
project.
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
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.
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
buffer mitigation? ? Yes ® No
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.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
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).
6h. Comments.
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a . Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1b . If yes, then is a diffuse flow plan included? If no, explain why.

Comments: see attached permit drawings. ® Yes E] No
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? N/A
2b . Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings and stormwater management plan.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
4a. Which of the following state4mplemented stormwater management programs apply ? HQW
(check all that apply): ? ORW
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ® Yes ? No
5. DWQ 401 Unit Stormwater Review
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
10
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) 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)?
tc. 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
letter.) ® Yes ? No
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 2B.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
additional development, which could impact nearby downstream water quality? ® No
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 treatment methods and disposition (non-discharge or discha rge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
11
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?
5b . 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
5d . What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP, USFWS, consultant field surveys
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?
NMFS County Index
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 historic 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?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ®No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps

Dr. Gregory J. Thorpe, Ph D 7•?q
'
s Printed Name
Applicant/Agent pli Agent's Signature Date
(Agent's signature is valid o y if an authorization letter from the applicant
is provided.)
12
DOE MP-1
APPLICATION for
Major Dovolopmont Permit
past redsed 12/27/08)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
North Carolina Department Of Transportation 8-4428 (33698.1.1)
Applicant 1: First Name MI Last Name
Gregory Thorpe
Applicant 2: First Name MI Last Name
if additional applicants, please attach an additional page(s) with names li sted.
Mailing Address PO Box City State
1598 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
276991598 USA 919 - 431 - 2000 ext. 919 - 431 - 2002
Street Address (f different from above) City State ZIP
4701 Atlantic Ave, Suite 116 Raleigh NC 27604-
Email
[e-mail]
2. AgentlContractor 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
I
Phone No. 1
-

- ext.
Phone No. 2
ext.
FAX No. Contracor#
Street Address (f different from above) city State ZIP
Email
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r
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Railroad Bed Road SR 1626
Subdivision Name
City
State
Zip
N/A Project not within any municipal NC 27860-
boundaries.
Phone No. Lot No.(s) (d many, attach additional page with list)
N/A - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Albemarle Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the dosest major water body to the proposed project site.
?Natural ®Manmade ?Unknown Pantego Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (R) b. Size of entire tract (sq.ft)
110' 70,350 sq ft (inside RIW limits)
c. Size of individual lot(s) d. Appro>amate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 10'- 12' ?NH W or ®NWL
e. Vegetation on tract
Agriculture fields, ditches, grass (shoulders and yard), woods
f. Man-made features and uses now on tract
Road facility including ditches, houselyard, agriculture
g. Identify and describe the eristing land uses adiacent to the proposed project site.
Existing road facility, ditches, agriculture, residence
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Per county website, adjacent tracts have no zoning (Attach zoning compliance certificate, if applicable)
designation. ®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, attache copy. Yes No NA
If yes, by whom? North Carolina Dept. of Cultural
Resources - State Historic
Preservation Office
1. 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?
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
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)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
See attached stormwater management plan.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial PublidGovemment
?PrivatelCommuniry
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Replace existing bridge due to low sufficiency rating. Lengthen bridge and improve road facility and safety with widening and
addition of guardrail.
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.
Propose top/down construction at existing location with no temporary causeway(s). Typical construction equipment includes
crane, bulldozer, dump tacks, motor grader, etc.
d. List all development activities you propose.
Replace/Lengthen bridge; addition of fill due to widening facility and raising of the existing road grade. The grade has to be
raised to provide minimum grade across new bridge. Realigning existing mad east of crossing to improve curve/safety of
facility. Telephone utility relocation-staging and bore holes will take place in area of existing road facility to be re-graded and
re-seeded.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
I. What is the approximate total disturbed land area resulting from the proposed project? 1.0 ?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.
Existing ditches drain to creek in SW and NE quadrants. Sheet flow in SE quadrant and existing pipe system drains to canal
in NW quadrant. Propose shoulder berm gutter on West side of road which will outlet to grassed Swale. NE side of road will
drain over grassed shoulders to grassed Swale. Propose to be to existing pipe system in NW quadrant.
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 UNA
j. Is there any mitigation proposed? Yes No NA
If yes, attach a mitigation proposal.
<Forn continues on back>
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Additional Infonnatfon
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, dearly 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.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See attached permit plansheet with property owner list.
Phone No.
Address
Name
Phone No.
Address
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
h. Signed consultant or agent authorization form, I applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
252-808-2808 :: 1-88B-4RCOAST :: www. nccoasta l management. net
Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
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.
. G
Date 7,31,101 Print Name E,L.Jzj
Signature ` `
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
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Form DCM MP-2
EXCAVATION and 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
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
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 t
cubic yards.
or
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(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
a. Location 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. High-ground excavation in cubic yards.
®This section not applicable
area.
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 wellands/marsh f.
(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 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?
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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 15'
?Bulkhead ZRiprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 5'
e. Type of stabilization material:
Class II Rip Rap w/ Filter Fabric
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill - Riprap 180 so H
Breakwater/Sill Other _
i. Source of fill material.
Width: 26'
d. Maximum distance waterward of NHW or NWL: 13'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(ti) If yes, state amount of erosion and source of erosion amount
information.
Stormwater draining to canal bank eroding approx 300 sq ft
h. Type of fill material.
ClassI Rip Rap w/ filter fabric
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),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area
(iv) Purpose of fill ?WL ? ?SB
?WL ?Non One
(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 It. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Standard NCDOT BMP's will be utilized. Typical construction equipment includes crane, bulldozer, dump
trucks, motor grader, etc.
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 ONA site? ?Yes ?No ONA
(ii) If yes, explain what type and how they will be implemented. (it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
60, /03/'2- 00 ? ntName
------
Date l
B-4428 Applicant Sig Lure
Project Name
I
,Gregory Thorpe
252-808-2808 :: 1.888.4RCOAST :: vv w.nccoastatmanaaement.net revised: 12126106
Form DCM MP-5
BRIDGES and CULVERTS
Attach this forth to Joint Application 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 bndoe: b. Water bodv to he rmssed by hridne-
?Commerdal ®Public/Govemment ?Private/Community
c. Type of bridge (construction material):
1 @ 40% 1 @ 50'; 1 @ 40' - 21" Cored Slab
e. (i) Will proposed bridge replace an existing bridge? ®Yes ?No
If yes,
(ii) Length of existing bridge: 116'
(iii) Width of existing bridge: 26'
(iv) Navigation clearance underneath existing bridge: 8'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All the existing bridge will be removed.
9. Length of proposed bridge: 130'
I. Will the proposed bridge affect existing water flow? ?Yes ONO
If yes, explain: In-kind replacement with minimal canal bank
work.
Albemarle Canal
d. Water depth at the proposed crossing at NLW or NWL:
9' at MHT
f. (1) Will proposed bridge replace an existing culvert? ?Yes ONO
If yes,
(it) 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)
It. Width of proposed bridge: 30'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ?Yes ONO
If yes, explain: In-kind replacement.
k. Navigation clearance underneath proposed bridge: 8_5'
1. Have you contacted the U.S. Coast Guard concerning their
approval? , ®Yes ?NO
If yes, explain: U.S. Coast Guard contacted with details
about proposed bridge replacement Requested waiver of
a bridge permit under Title 33, CFR, Section 115.70,
advance approval for bridges. Public notice 5-1151
response received 01 July 2009. Public response period
ends 03 Aug 2009.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: N/A
waters? ?Yes ONO
If yes, explain:
®This section not applicable
a. Number of culverts proposed: _
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction 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 bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: _
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
e. (1) 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) Will 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.
k. Will the proposed culvert affect existing water flow/
?Yes ?No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicabte
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ONo excavation within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(ii) Avg. length of area to be excavated: (WL)? If any boxes are checked, provide the number of square
feet affected.
(iii) Avg. width of area to be excavated: _ ?CW _ ?SAV ?SB _
(iv) Avg., depth of area to be excavated: ?WL _ ®None
(v) Amount of material to be excavated in cubic yards:
(ii) Describe the purpose of the excavation in these areas:
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: 465'
(iii) Avg. width of area to be excavated: 15'
(iv) Avg. depth of area to be excavated: 2.0'
(v) Amount of material to be excavated in cubic yards: 400 cu
yds
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Form 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:
(i) Location of the spoil disposal area: Approved NCDOT site.
(ii) Dimensions of the spoil disposal area: To be determined by contractor.
(iii) Do you claim title to the disposal area? ?Yes ?No (If no, attach a letter granting permission from the owner.)
(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 ?WL ?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 ®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,
(it) Avg. length of area to be filled: 15'
(iii) Avg. width of area to be filled: 26'
(iv) Purpose of fill: Stabilization: embankment rip-rap
(stormwater management). This is duplicate of entry from
Forth DCM MP2 - 3b.
9.
a.
(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,
(it) Avg. length of area to be filled: 600'
(iii) Avg, width of area to be filled: 20'
(iv) Purpose of fill Due to proposed realignment of main
road and driveways.
GENERAL
Will the proposed project require the relocation of any existing
utility lines? ®Yes ?No
If yes, explain: See attached utility plans. Existing
telephone cable will be relocated on-site via directional
bore method. Boring will maintain a minimum of T below
stream bed. Bore hole and equipment to be staged in
area of exisiting roadway.
If this portion of the proposed protect has already received
approval from local authorities, please attach a copy of the
approval or certification.
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.
?CW _ ?SAV ?sB
?WL _ ®None
(it) Describe the purpose of the excavation in these areas:
Fill due to proposed widening and raising of existing
road grade.
detour structures i
If yes, explain:
any temporary
?Yes ®No
< Form continues on back>
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanaaement.net revised: 10/26/06
Form DCM 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.
d. How will excavated or fill material be kept on site and erosion
controlled?
Standard NCDOT BMP's will be utilized.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)?
?Yes ®No
Standard NCDOT road construction equipment will be If yes, explain steps that will be taken to avoid or minimize
employed, including by not limited to a crane, bulldozer, environmental impacts.
dump truck, and motor grader.
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.
7.3/,C
Date
8-4428
Project Name
Gregory Thorpe
Applicant Name
Applicant Signature

252-808.2808 :: "88.4RCOAST :: w .nccoastalmanaaement.net revised: 10/26/06
Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Coleen H. Sullins
Mr. Galen Cail, TES III
NCDOT - Hydraulics Unit
1590 Mail Service Center
Raleigh, NC 27699-1590
Natural Resources
Dee Freeman
Director Secretary
June 29, 2009
R K ?"
" s t 4
Lit (1 2
G??. 44 4a? 4j?
Subject: Stormwater Permit Exclusion - NC DOT Activity
Replace Bridge #140 over Albemarle Canal
Stormwater Project No. SW7090510
Beaufort County
Dear Mr. Cail:
On May 8, 2009, the Washington Regional Office of the Division of Water Quality received a Coastal Stormwater Permit
Application for the subject project, located on SR1626, bridge #140 over Albemarle Canal, Beaufort County, North
Carolina. Staff review of the plans and supporting documents has determined that the project proposes activities that are
excluded from State Stormwater permitting requirements as set forth in Section 2.(d)(1) of Session Law 2008-211,
effective October 1, 2008, and the stormwater rules under Title 15A NCAC 2H.1000, as amended.
Therefore, the Director of the Division of Water Quality is hereby providing confirmation that the subject project is
excluded from State Stormwater permitting requirements, being an activity of the NC DOT that is regulated in accordance
with the provisions of the NC DOT's National Pollutant Discharge Elimination System (NPDES) Stormwater Permit.
Under Section ISA NCAC 2H .1003, any future development or changes to the proposed development, including but not
limited to, the locations of the built-upon area and construction of additional built-upon area, may require approval or a
Stormwater Management permit application and permit issuance from the Division of Water Quality prior to any
construction. Any construction on the site prior to receipt of the required approval or permit will constitute a violation of
Title I SA NCAC 2H.1000 and Session Law 2008-211, and may result in the initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and approvals,
which may be required by Federal, State, or local government agencies, rule or law. If you have any questions, or need
additional information concerning this matter, please contact either Scott Vinson or me at [phone].
L S' cem y,
Al a --
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATERIPERMITIEXCLUSIONs\SW7090510
cc: Division of Coastal Management
Garcy Ward, DWQ
Washington Regional Office
Central Files
North Carolina Diam dWater Cval9y
943 Wa tibt;tm Square Mall
wmh4bi
NC 17889
.,. C-.. /V.-..-.., n.-s....c.-? _
Internetw .nmatqiquaRy.org
Phme: ?52546-64811 FAX: [phone]
FAX [phone]
o'RhCarohna
)Vaturally
STORMWATER MANAGEMENT PLAN
TIP No. B-4428 (33698.1.1)
Beaufort County
April 2009
Project Description
This project consists of approach roadway work and the replacement of Bridge #140 over Albemarle Canal
on SR 1626 (Wilkinson Station Road). The existing 2 lane facility has 10' lanes. The proposed facility will
will have 2 - 10' lanes. The existing 1 @ 40.5', 1 @ 35', 1 @ 40.5' (116' total) bridge will be replaced with
a 1 @ 40', 1 @ 50', 1 @ 40' - 21" cored slab bridge (130' total). There are no wetlands in the project area.
Project Involvement
The drainage at the site consists of ephemeral drainage ditches and pipe systems. West of the x-ing two
existing drainage pipes outlet into the canal. It is proposed to remove the pipe in the SW quadrant and use
embankment rip rap down to canal. The outlet pipe in the NW quadrant will be replaced in place.
Rest Management Practices
Best Management Practices (BMPs) utilized on the project are as follows:
-Promotion of sheet flow and infiltration with grassed shoulders and grassed swales.
-No direct discharge into buffer. Outlet drainage systems to grassed swales with treatment prior to buffer.
-No deck drains on bridge
Pape.
?e_aa?.aa?v?as?a+za_?P? 1/1
U.S. Depar4narH M Commander 431 Crawford Street
United States Coast Guard Portsmouth, Va. 237045004
Flak Coast Guard District Staff Symbol: dpb
United $LataS Phone: (75 22
Fax ([phone]
Coast Guard Emai: [e-mail]
PUBLIC NOTICE 5-1151
TO WHOM IT MAY CONCERN, '
16,591
JUL 1 2009
$-y4 ag
All interested parties are notified that the Commander Fifth Coast Guard District has received an
application from the North Carolina Department of Transportation (NCDOT) for approval of the
location and plan for a replacement bridge to be constructed across a navigable waterway of the
United States.
WATERWAYAND LOCATION. Across Albemarle Canal on SR 1626, a tributary of Tar-
Pamlico Rivers in Swindell, Beaufort County, NC.
CHARACTER OF WORK: NCDOT:proposes plans for replacement of the Bridge #140 over
Albemarle Canal.. The bridge will be replaced on existing location with off-site detour. NCDOT
is requesting a waiver of a.bridge.pennit under Title 33; Code of Federal Regulations, Section
115.70, advanced approval for bridges. Advance;approval waterways are.those that are
navigable in law, but not actually navigated by other than small boats. The Commandant of the
Coast Guard has given advance approval to the construction or repair of bridges across such
waterways.
MINIMUM NAVIGATIONAL CLEARANCES:
Vertical Clearance -13.5 feet above mean high water at low steel.
Horizontal Clearance - 48 feetbetween.pile bents:
SOLICITATION OF COMMENTS:
Interested parties are *uested to express their views, in writing, owthe.replacement of the
proposed bridge giving sufficient detail to:establish a clear understanding of their reasons for
support of or opposition to the,proposed replacement btidge;project:. Comments will be received
for the record at the office of the Commander (dpb), Fitch Coast Guard District, Federal
Building, 4,31 Crawford Street, Portsmouth, VA'23704-5004 through AUG 3 2009
Copy of location map and plan are attached: /l
WAVERLY RE R
Chief, Bridge B
By diirection of the. omtnander
Fifth Coast Guard District

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B-4428. Replacernegt of Bridge No. 140 on SR 1626 over a Canal.

STATE OF NORTH CAROLINA
DEPARTNffNT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 30, 2009
Sharon A.'Greig
P.O. Box 238
Pantego, NC 27860
Dear Landowner:
EUGENE A. CONTI, JR.
SECRETARY
The North Carolina Department of Transportation is planning to replace bridge number 140
on SR 1626 over Albemarle Canal. The proposed project will replace the aging existing structure
over the Albemarle Canal. The project will replace the existing 116-foot bridge with a 130-foot
bridge. The additional length will allow for the replacement of a substandard structure as well as
improve the existing floodplain. This project crosses an Area of Environmental Concern, as defined
by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM
under provisions of the Coastal Area Management Act (CAMA). One of the prerequisites' to this
approval is that adjacent riparian landowners be given an opportunity to comment on the proposal.
A vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Thank you for your cooperation.
Sincerely
Gregory J. orpe, Ph.D.,
Environmental Management Director, PDEA
Enclosures
cc: Stephen Lane, NCDCM
File B-4428
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] AT NRO AVENUE
PROJECT DEVELOPMENT ANO ENVIRONww& ANALYSIS SURE 116
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 276D4
RALEIGH NC 27699-1598

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 30, 2009
James S. Harris
2516 Oaks Plantation Dr.
Raleigh, NC 27610
Dear Landowner:
EUGENE A. CONTI, JR.
SECRETARY
The North Carolina Department of Transportation is planning to replace bridge number 140
on SR 1626 over Albemarle Canal. The proposed project will replace the aging existing structure
over the Albemarle Canal. The project will replace the existing 116-foot bridge with a 130-foot
bridge. The additional length will allow for the replacement of a substandard structure as well as
improve the existing floodplain. This project crosses an Area of Environmental Concern, as defined
by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM
under provisions of the Coastal Area Management Act (CAMA). One of the prerequisites to this
approval is that adjacent riparian landowners be given an opportunity to comment on the proposal.
A vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Thank you for your cooperation.
E acv gory .Thorpe, Ph.D.,
Environmental Management Director, PDEA
Enclosures
cc: Stephen Lane, NCDCM
File B-4428
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TMNGPDRTATION FAX: [phone] ATLANRC AVENUE
PROTECT DEVELOPNENT AND ENVIRONww ANALYSIS SUITE 116
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

STATE OF NORTH CAROLINA
DEPARTNUNr OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
EUGENE A. CONTI, JR.
SECRETARY
July 30, 2009
Albemarle Drainage District
6414 NC Hwy 99 South
Pantego, NC 27860
Dear Landowner:
The North Carolina Department of Transportation is planning to replace bridge number 140
on SR 1626 over Albemarle Canal. The proposed project will replace the aging existing structure
over the Albemarle Canal. The project will replace the existing 116-foot bridge with a 130-foot
bridge. The additional length will allow for the replacement of a substandard structure as well as
improve the existing floodplain. This project crosses an Area of Environmental Concern, as defined
by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM
under provisions of the Coastal Area Management Act (CAMA). One of the prerequisites to this
approval is that adjacent riparian landowners be given an opportunity to comment on the proposal.
A vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Thank you for your cooperation.
Sincerely
?,
Gregory J. Thorpe, Ph.D.,
Environmental Management Director, PDEA
Enclosures
cc: Stephen Lane, NCDCM
File B-4428
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTAENT OF TRANSPORTATON FAX: [phone] ATIANOD AvENUE
PROJECT DEVELOPGIENT AND EwRONWNTAL ANALYSIS SORE 116
1598 MAIL SERVICE CENTER WEBSITE. WWWNCDOTORG RALEIGH NC 27604
RALEIGH NC 27699-1598

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 30, 2009
Romico, Inc.
P.O. Box 8
Washington, NC 27889
Dear Landowner:
EUGENE A. CO", JR.
SECRETARY
The North Carolina Department of Transportation is planning to replace bridge number 140
on SR 1626 over Albemarle Canal. The proposed project will replace the aging existing structure
over the Albemarle Canal. The project will replace the existing 116-foot bridge with a 130-foot
bridge. The additional length will allow for the replacement of a substandard structure as well as
improve the existing floodplain. This project crosses an Area of Environmental Concern, as defined
by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM
under provisions of the Coastal Area Management Act (CAMA). One of the prerequisites to this
approval is that adjacent riparian landowners be given an opportunity to comment on the proposal.
A vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Thank you for your cooperation.
ry Thorpe, Ph.D.,
Environmental Management Director, PDEA
Enclosures
cc: Stephen Lane, NCDCM
File B-4428
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTmw OF TRANSPORTATION FAX [phone] ATLANnc AVENUE
PROJECT DEVELOPI.ENT AND Ew/ NI. wN ANALYSIS SURE 116
1598MAILSERVICECENMR WESSITE: WWW.NCODLORG RALEIGH NC 27604
RALEIGH NC 27699-1598
0
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
July 30, 2009
Lutie B. Jenrette
Leslie R. Simpkins
C/O Wanda Jennette
272 Seymour Ave.
Newark, NJ 07112
Dear Landowner:
EUGENE A. CONn, JR.
SECRETARY
The North Carolina Department of Transportation is planning to replace bridge number 140
on SR 1626 over Albemarle Canal. The proposed project will replace the aging existing structure
over the Albemarle Canal. The project will replace the existing 116-foot bridge with a 130-foot
bridge. The additional length will allow for the replacement of a substandard structure as well as
improve the existing floodplain. This project crosses an Area of Environmental Concern, as defined
by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM
under provisions of the Coastal Area Management Act (CAMA). One of the prerequisites to this
approval is that adjacent riparian landowners be given an opportunity to comment on the proposal.
A vicinity map and site drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Thank you for your cooperation.
?Trer?JC,V . Thorpe, Ph.D.,
Environmental Management Director, PDEA
Enclosures
cc: Stephen Lane, NCDCM
File B-4428
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPART W OF TRANSRORTATION FAX: [phone] ATIANrIC AVENUE
PROJECT DEVELOM NT AND EwiRONwwAL ANALms Suit 116
1598 MAIL SERVICE CENTER ??/?
VWSSITE: WWWNCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES

2 SHARON A. GRIEG
3 ALBEMARLE DRAINAGE DISTRICT
4 ROMICO, INC.
8 LUTIE B. JENNETTE
LESLIE R. SIMPKINS
P.O. BOX 238
PANTEGO, NC 27860
6414 NC HWY. 99 SOUTH
PANTEGO, NC 27860
P.O. BOX 8
WASHINGTON, NC 27889
00 WANDA ANNETTE
272 SEYMOUR AVE.
NEWARK, NJ 07112
NOT ON PLANS JAMES S. HARRIS 2516 OAKS PLANTATION DR.
RALEIGH, NC 27610
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