20050785 All Versions_Application_20100415

DEPARTN ENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
April 14, 2010 5 V.
O?
Mr. Tom Steffens
U.S. Army Corps of Engineers
Regulatory Field Office
PoSt Office Box 1000
Washington, NC 27889-1000
Dear Sirs:
Subject: Request for Modification to Individual Section 404 and 401 permits, CAMA
Major Development Permit, and Tar-Pamlico Riparian Buffer Authorization for
the proposed Washington Bypass. US 17 from North of SR 1509 (Springs Road) to
North of SR 1418 (Roberson Road). TIP Number: R-2510C, Federal Aid Project
MAF-75-3(26). Debit $570 from WBS Element No. 34440.1.1.
References: R-2510 Section 404 Individual Permit issued January 17, 2006 (USAID
199301143);
R-2510 Section 401 Water Quality Certification and Tar-Pamlico Riparian Buffer
Authorization issued September 6, 2005 (DWQ No.050785);
R-2510 CAMA Major Development Permit issued March 6, 2007 (CAMA permit
No. 29-07):
R-2510 EEP Mitigation Acceptance Letter dated October 27, 2006.
The purpose of this docun,e,lt is to submit the final design and revised impact calculations for
modification of the Cle9rI +Iater Act (CWA) Section 404 Individual Permit and Section 401
Water Quality Certification, 7'ar-Pam Riparian Buffer Authorization. Included in this application
package are the following: revised permit drawings, buffer drawings, MP forms, revised roadway
plans, and a revised EEP Acceptance Letter.
Permit History
The other sections that were part of the previous permit application, R-2510A and R-2510B, are
currently under construction under one conventional letting (R-2510A) and one under design
build (R-2510B) R-2510C was permitted with preliminary impacts. This modification
STATE OF NORTH CAROLINA
Mr. Stephen Lane
N. C. Dept. of Env. and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
4p?,1
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A^'°sir`kuL
Q¢tryA?iy
EUGENE A. CONTI, JR.
SECRETARY
application summarizes the final impacts.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT ANO ENVIRONMWK.: L ANA YSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
INEASITE: WWW.NCDOT.^7G
LOCATION:
4701 ATLANTIC AVENUE
SUITE 116
RALEIGH NC 27604
,2 1
T,lie revised design., doesr'not compromise NCDOT's compliance with the existing permit
conditions. Thc4evrsion has been evaluated for compliance with the avoidance/minimization
criteria and?is*m compliance with all previous issues, including the following:
• Aquatic Life passage
• FEMA compliance
'• Cultural Resources
°V Fina&pad s `for4;:?54 5C consist of 1.7 acres of permanent wetland impacts (0.56 riparian &
1.14 non-riparian) and 1,431 linear feet of permanent stream impacts. Total buffer impacts
consist of 149,215 ft2 of mitigable impacts and 3,499 ftz of allowable impacts. Specific changes
are detailed for the sites below:
• Site 1A: new bridges and approaches resulting in fill and mechanized clearing in
wetlands. Also there are temporary and permanent stream impacts associated with the
new bridges.
• Site 1 B: fill, excavation, and mechanized clearing in wetlands due to widening.
• Site 1C: excavation and mechanized clearing in wetlands due to the widening of Cherry
Run Road.
• Site 2: permanent and temporary stream impacts due to the installation of 36" pipe.
• Site 3: fill, excavation, and mechanized clearing in wetlands due to widening, a lateral
base ditch, and the outfall of a 15" pipe. The temporary and permanent stream impacts are
due to two aluminum pipe arches.
• Site 4A: the temporary and permanent stream impacts are due to the installation of 15"
plastic pipe and a median cut ditch.
• Site 4B: new bridges and approaches resulting in mechanized clearing in wetlands and
temporary stream impacts.
• Site 40 temporary stream impacts due to new abutment.
• Site 4D: fill, excavation, and mechanized clearing in wetlands due to widening of
approach and new bridge.
• Site 5A: permanent and temporary stream impacts due to the installation of 36" pipe.
• Site 5B: permanent and temporary stream impacts due to the installation of an aluminum
pipe arch & fill, excavation, and mechanized clearing in wetlands due to a lateral base
ditch.
• Site 5C: permanent and temporary stream impacts due to the installation of an aluminum
pipe arch on Roberson Road.
• Buffer Site 1 A: mitigable bridge and roadway impacts,
• Buffer Site 3: mitigable roadway impacts.
• Buffer Site 4A: mitigable bridge and roadway impacts.
Buffer Site 4B: mitigable bridge and roadway impacts..
• Buffer Site 4C: mitigable bridge and roadway impacts.
• Buffer Site 5A: mitigable roadway impacts.
• Buffer Site 5B: mitigable roadway impacts.
• Buffer Site 5C: allowable roadway impacts.
2
There will be no jurisdictional impacts due to utilities. The power lines, telephone lines and TV
cables will be relocated jointly to the left side of US 17, using proposed poles, and utilizing the
existing poles through the wetlands. Most of the water lines will be relocated along the length of
the project. NCDOT proposes, to use directional bore through the wetlands.
Impacts for R-2510
The following table provides a summary of final impacts for each section of Washington Bypass.
Riparian Wetland (ac.) Non-riparian (ac. Stream (ft. Buffers (ft)
R-2510A 1.54 2.8 478 90,253
R-2510B 5.34 1.88 2,426 271,151
R-2510C 0.56 1.14 1,431 152,714
Total 7.44 5.82 4,335 514,118
Compensatory Mitigation
Mitigation has been provided for the following impacts on the entire R-2510 project: 9.08 acres
of riparian wetlands, 4.65 acres of non-riparian wetland, and 4,244 feet of stream. Mitigation
needs for riparian wetland impacts in R-2510B were reduced by 0.7 acre due to the onsite
mitigation of Osprey Seafood (0.6 acre) and Packing House Road (0.1 acre).
Buffer mitigation provided to date covers the following impacts on the entire R-2510 project :
240,440 ft2 (Zone 1) and 151,662 ft2 (Zone 2). In Section C, 6,965 ft2 (Zone 1) and 5,195 ft2
(Zone 2) of Tar-Pamlico buffers impacts are accounted for by the wetland impacts and 2,588 ft 2
(Zone 1) and 911 ft2 (Zone 2) are allowable. Therefore, NCDOT proposes to mitigate for the
remaining impacts'to 92,399 ft2 (Zone 1) and 44,656 ft2 (Zone 2) through the EEP.
Site 3 R-2510A (113 ft) in the original application and Site 7 R-2510B (1,118 ft) in a
modification request were to be mitigated at 1:1 according to the February 26, 2004 field review
by Mike Bell (USACE) and Mike Thomas (NCDWQ). This was reflected in the original 401,
however the 404 and CAMA Major Development Permit required mitigation at 2:1. NCDOT
requests that the permit modifications for R-2510C show this correction so the EEP can revise
the final amount of stream mitigation to be provided for the entire project.
The compensatory mitigation deficits for impacts to 1.17 acres of non-riparian wetlands, 91 feet
of jurisdictional streams, and 137,055 square feet of riparian buffers (92,399 ftZ in Zone 1 and
44,656 ft2 in Zone 2) will be mitigated through the use of EEP. A revised EEP acceptance letter
reflecting these changes is included with this modification request.
Protected Species
NCDOT will conduct surveys for sensitive joint vetch and rough-leaved loosestrife during the
2010 flowering season. If any plants are found, we will coordinate with the US Fish and Wildlife
Service to ensure compliance with the Endangered Species Act.
I
Regulatory Approvals
Section 404: We are, therefore, requesting the modification of the USACE Individual 404 Permit
issued January 17, 2006 (USAID 199301143), for the above-described activities.
Section 401: We are hereby requesting a modification to the 4,01 Water Quality Certification
from the NCDWQ issued September 6, 2005 (DWQ No.050785). In compliance with Section
143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the
Section 401 permit modification. We are providing five (5) copies of this modification request
to the NCDWQ, for their approval.
Tar-Pamlico Riparian Buffer Authorization: We'are hereby requesting a modification to the Tar-
Pamlico Riparian Buffer Authorization from the NCDWQ issued September 6, 2005 (DWQ
No.050785).
CAMA: The NCDOT respectfully requests that the referenced LAMA Major Development
Permit be modified to reflect the changes in jurisdictional impacts as outlined in this letter and
presented in the attached drawings:
A copy of this modification request will be posted on the NCDOT website at:
http://www.ncdot.orWdoh/preconstruct/pe/neu/pei-niit.htmi
If you have any questions or need additional information, please contact Chris Underwood at
919-431-6662 or [e-mail].
Sincerely,
?i j'Aak
Gregory J. Thorpe, Ph.D.
Environmental M iagement Director, PD$A Branch
cc list:
w/attachments
Mr. Brian Wrenn, NCDWQ (5 copies)
Ms. Jennifer Derby, USEPA
Mr. Steve Sollod, NCDCM
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
Mr. Mark Staley, REU
Mr. Neal Lassiter, P.E. Div. 2
Mr. Jay Johnson, Div. 2
Mr. Scott McLendon, USACE
Mr. Gary Jordan, USFWS
Mt. Travis Wilson, NCWRC
Mr. Ron Sechler, NM:FS
Ms. Anne Deaton, NCDMF -
Mr. Majed Alghandour, P.E., Programming & TIP
Mr. Jay Bennett, P.E., Roadway Design
Mr. Art McMillan, P.E., Highway Design
Ms. Brian Yamamoto, P.E., PDEA
Mr. Drew Joyner, P.E., HEU
Mr. Clarence W. Coleman, P.E., FHWA
Ms. Beth Hannon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
4
gem MF4
APPLICATION for
MaJor Development Permit
past revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation Project Name (if appl
R-251 0C icable)
Applicant 1: First Name
Gregory MI
J. Last Name
Thorpe
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names li sted.
Mailing Address
1598 Mail Service Center PO Box City
Raleigh State
NC
ZIP
27699 Country Phone No.
919-433-6662 ext. FAX No.
919-433-2002
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name - MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address - PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
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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 US 17
Subdivision Name city State Zip
Washington NC -
Phone No. Lot No.(s) (if 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 River Basin Old Ford Swamp
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
SNatural ?Manmade ?Unknown Pamlico River
e. Is proposed work within city limits or planning jurisdiction? I. If applicable, list the planning jurisdiction or city limit the proposed
?Yes SNo work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
145' NA
c. Size of individual lot(s) d. Approximate 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) ?NHW or SNWL
e. Vegetation on tract
Wetland vegetation, roadside grasses
f. Man-made features and uses now on tract
Bridge, road causeway & guardrail
g. Identify and describe the existing land uses adiacent to the proposed project site.
Forested wetland
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Rural services (Attach zoning compliance certificate. if applicable)
SYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? - Yes SNo
k . Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes ?No ?NA
If yes, by whom? SHPO
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?
<Form continues on next page>
m. (i) Are there wetlands on the site? Yes No
(ii) Are there coastal wetlands on the site? ?Yes SNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? SYes ?No
(Attach documentation, if available)
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
Surface runoff, point discharge
o. Describe existing drinking water supply source.
None
p. Describe existing stone water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial PubliclGovemment
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Replace existing bridge #50 over Old Ford Swamp with a new bridge
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.
Replace existing bridge using road construction equipment.
d. List all development activities you propose.
Bridge replacement and widening of US17
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? []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 bridge has deck drains; new bridge does not. Stormwater will discharge th rough wetlands or outside the stream.
i. Will wastewater or stormwater be discharged into a wetland? - ®Yes []No NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ?No []NA
j. Is there any mitigation proposed? Yes ®No NA
If yes, attach a mitigation proposal.
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6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name
Phone No.
Address
Name
Phone No.
Address
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work or. the project tract. Include permit numbers, permittee, and issuing dates.
N/A
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary. -
j. A signed AEC hazard nofice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name
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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 145'
Width 30'-55'
Avg. Existing
NA
NA
Depth
Final Project
NA

A
I I
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
0
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB _
OWL ?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.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB _
?WL ?None
(ii) Describe the purpose of disposal ire these areas:
®This section not applicable
b. TvDe of material to
d. High-ground excavation in cubic yards.
910
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water!
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 145'
[]Bulkhead ®Riprap []Breakwater/Sill []Other: Width: _
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
class II riprap
I. (i) Has there been shoreline erosion during preceding 12
months?
?Yes NNo ?NA
(ii) If yes, stale amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap N/A
Breakwater/Sill N/A Other _
I. Source of fill material.
N/A
h. Type of fill material.
N/A
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 140'x20' (aoo)
(iv) Purpose of fill
Stabilize slopes
a.
b. (i) Will fill material be placed in 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 ONone
(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
controlled?
Silt fence, NCDOT Type B silt basin, diversion ditches, and inlet
protection.
c. (i) Will navigational aids be required as a result of the project?
?Yes ?No ONA
(ii) If yes, explain what type and how they will be implemented.
What type of construction equip
backhoe, or hydraulic dredge)?
Bulldozer, backhoe, 8 crane.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ?No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Best Management Practices.
plicant Signature
Project Name
plicanl Name
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Form DCM MP-5
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.
[]This section not applicable
a. Is the proposed bridge: b. Water body to be ci
[]Commercial ®PublicJGovernment ?Private/Community Old Ford Swamp
C. Type of bridge (construction material):
Concrete Girder Bridge
e. (i) Will proposed bridge replace an existing bridge? ®Yes ?Ne
If yes,
(ii) Length of existing bridge: 115'
(iii) Width of existing bridge: 28'
(iv) Navigation clearance underneath existing bridge: -5.9'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All (new bridge will be longer)
9 Length of proposed bridge: 149'
i. Will the proposed bridge affect existing water flow? ?Yes ONO
If yes, explain:
k. Navigation clearance underneath proposed bridge: -53
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ?No
If yes, explain: existing bridge has low clearance, proposed
bridge maintains low clearance also.
2. CULVERTS
a. Number of culverts proposed: _
c. Type of culvert (construction material):
d. Water depth at the proposed crossing at NLW or NWL:
-14'
(i) 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) _
h. Width of proposed bridge: 36' each bridoe (dual bridges)
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ?Yes ONO
If yes, explain:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ONO
If yes, explain:
n. Height of proposed bridge above wetlands: -6'
This section not applicable
b. Water body in which the. culvert is to be placed:
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
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)
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) Will all, or a part of, the existing culvert be removed?
(Explain)
f. Length of proposed culvert:
In. 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:
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 applicable
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 (SS), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be excavated: 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,
(it) Avg. length of area to be excavated: 145'
(iii) Avg. width of area to be excavated: 33'
(iv) Avg. depth of area to be excavated: -5'
(v) Amount of material to be excavated in cubic yards: 910 cY
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e)CM 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: To be determined by the contractor -
(ii) Dimensions of the spoil disposal area: To be determined by the contractor
(iii) Do you claim title to the disposal area? ?Yes ONO (if no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ONO
(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 ONO
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any 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 fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ONO be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: feet affected.
(iii) Avg. width of area to be filled: ?CW ?SAV ?SB
(iv) Purpose of fill: OWL ?None
(ii) Describe the purpose of the excavation in these areas:
Fill for bridge approaches.
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill: Roadway widening
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ?No detour structures? ?Yes ONO
If yes, explain: If yes, explain:
If this portion or the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification. -
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ONO controlled?
If yes, complete Form DCM-MP-2. Silt fence, NCDOT Type B silt basin, diversion ditches, and
inlet protection.
1.888.4RCOAST :: vvwvv.nccoasta;managoment.ner revised: 10:26106
Form DCM MP-5 (Bridges and C4dverts, Page 4 of 4)
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Bulldozer, backhoe, & crane.
I. Will wetlands be crossed in transporting equipment to project site?
?Yes MNo
If yes, explain steps that will be taken to avoid or minimize
environmental impapts.
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.
Ax i3,zolo
R-zs1 v L
NCD07
plicant Name l - Z
np
plicant Signature
252-608.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: §t:r :vi Gs.
ON Mr-?
APPLICATION for
Maior Development Permit
past revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
North Carolina Department Of Transportation Project Name (if appl
R-251 0C icable)
Applicant 1: First Name
Gregory MI
J. Last Name
Thorpe
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names li sted.
Mailing Address
1598 Mail Service Center PO Box city
Raleigh State
NC
21P
27699 Country Phone No.
919-433-6662 ext. FAX No.
919-433-2002
Street Address (d different from above) _ City State ZIP
Email
2. Agent(ContractorInformation
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
1
Phone No. 1
-

- ext.
Phone No. 2
- - ext.
FAX No. Contractor # ,
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
252.808-2808 .. 1-888-4RCOAST .. www. nccoastalmanagement, net
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 US 17
Subdivision Name city State Zip
Washington NC -
Phone No. Lot No.(s) (if 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 River Basin Cherry Run
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural []Manmade []Unknown Pamlico River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) - b. Size of entire tract (sq.ft.)
NA
c. Size of individual lot(s) d. Approximate 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) Approx 10.9' ?NHW or ®NWL
e. Vegetation on tract
Wetland vegetation, roadside grasses
f. Man-made features and uses now on tract
Bridge, causeway and guardrail
g. Identify and describe the existing land uses adlacent to the proposed project site.
Forested wetland
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Rural services (Attach zoning compliance certificate, if 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? SHPO
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?
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes No
(ii) Are there coastal wetlands on the site? ?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? - ®Yes ?No
(Attach documentation, if available)
252-808-2808 .. 1-888-4RCOAST ,. www. nccoastalmanacrement. net
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities. - -
Surface runoff, point discharge
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial ®Public/Govemmenl
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Replacement of the existing bridge #41 over Cherry Run with a new bridge
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.
Replace existing bridge using road construction equipment.
d. List all development activities you propose.
Bridge replacement and widening of US17
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? ?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 bridge has deck drains; new bridge does not. Stormwater will discharge through wetlands or outside the stream.
i. Will wastewater or stornwater be discharged into a wetland? Yes No NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ?No ?NA
I. Is there any mitigation proposed? Yes No ?NA '
If yes, attach a mitigation proposal. -
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (1) 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?I)f previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed. -
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
252-808-2808 .. 11-888-4RCOAST .. www.nccoastalmanagement.net
Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Bulldozer, backhoe, & crane.
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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.
Ag' 13, ZotO
Date
R-z 910 c
Project Name
NC 0 / Ap
,t
plicant Name F, Ap
plicant Signature
252.808.2808 :: 1-888.413COA5T :: www.nccoastainianagement.net revised: -- ,
c?
PROGR4
April 12, 2010
Mr. Tom Steffens
U. S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
Dear Mr. Steffens:
Subject: EEP Mitigation Acceptance Letter:
R-2510, US 17 - Washington Bypass, Beaufort County
References: USACE 404 Individual Permit issued January 17, 2006 (USACE Action ID
1993-01143)
NCDWQ 401 Water Quality Certification issued September 6, 2005 (NCDWQ
Project ID 2005-0785)
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the additional stream, non-riparian wetland and buffer mitigation for the unavoidable impacts
associated with the above referenced project. Based on the information supplied by the NCDOT on
February 10, 2010 and April 12, 2010, the additional impacts are located in CU 03020104 of the Tar-
Pamlico River Basin in the Northern Outer Coastal Plain (NOCP) Eco-Region, and the anticipated
mitigation credits needed to offset the impacts are as follows:
Tar-Pamlico Stream Wetlands Buffer (Sq. Ft.)
03020104 Non- Coastal Zone I Zone 2
NOCP Cold Cool Warts Riparian Riparian Marsh 3:1 1.5:1
Impacts 0 0 91 0 1.29 0 78,935 30,814
(feet/acres

Mitigation Units 0 0 182 0 2.58 0 236,805 46,221
(Credits-up to 2:1)
EEP is currently providing stream, wetland (riparian and non-riparian) and buffer mitigation for the
impacts associated with this project located in Tar-Pamlico 03020104 as required by the 404 and 401
permits that were issued January 17, 2006 and September 6, 2005, respectively, and subsequent permit
modifications as shown in the table on the next page. During the project development and permitting
phases of this project, several stream impact sites were determined that a 1:1 mitigation ratio would be
appropriate. The total amount of stream impact for the 1:1 mitigation ratio is 1,231 feet and is reflected in
the Revised Total Anticipated Mitigation Credit in Table 2. Also, appropriate payment into the Riparian
Buffer Restoration Fund has occurred for the current permitted buffer mitigation requirements.
Dr. Thorpe
TIP R-2510 Additional
April 12, 2010
Page Two
Table 2-Total Project Impacts and Anticipated Mitigation Credits

mpact Type
Current
Permitted
Impacts Current
Mitigation
Required
Credits
Stream 412-44.0- 8_148-8-0-
Riparian 8.98 17.96
-
Non-riparian 4.53 9.06
-
Buffer-Zone 1 2404400 721 320.0
Suffer-Zone 151,662.0 2274910
Buffer-TOTAL 392,102.0 948813.0
Impact;-
Changes
(for
approval) Anticipated
Additional
Mitigation
Credits
+91.0 192.0
- 1.54- -3.08
+1.29 2.58
78 935.0 236 805.0
30,614.0 46 221.0
109,749.0 283 026.0

Revised
Total
Impacts Revised Total
Anticipated
Mitigation
Credits
4,335.0 7,439.0*
7.44 14.88
5.82 11.64
319,375.0 958,125.0
182,476.0 273 714.0
501,851.0 1,231,839.0
'Note: The total amount of stream impact for the 1:1 mitigation ratio is.1,231 feet and was part of the original
permits issued for this project under the MOU. EEP will adjust the appropriate amount of stream mitigation required if
approved. The additional stream mitigation for the 91 feet of impacts will be provided under the MOA.
Riparian wetland impacts and associated mitigation needs have decreased based on the final design of this
project. Once the final permits are issued, the EEP will make appropriate adjustments to the riparian
wetland mitigation required for this project.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration
Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the additional
buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the
NCDWQ's Buffer Authorization Certification, EEP will transfer funds from Tri-Party MOA Fund into
the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have
completed its additional riparian buffer mitigation responsibility for R-2510. EEP proposes to provide the
additional buffer mitigation in either Tar-Pamlico 03020103, 03020104, or 03020105.
EEP will continue to provide the mitigation required for the impacts associated with the originally
permitted stream, riparian and the non-riparian impacts (4,244 feet stream, 7.44 acres riparian, and 3.88
acres non-riparian) in the MOU program. EEP commits to providing the additional stream and non-
riparian mitigation credits to offset the additional impacts associated with this project by the end of the
MOA Year in which the additional impact is permitted, in accordance with Section X of the Amendment
No. 2 to the Memorandum of Agreement between the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the U. S. Army Corps of
Engineers, fully executed on March 8, 2007. If the above referenced impact amounts are revised, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be
required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Hannon at
919-715-1929.
Sincerely,
WI 7DGilmore, P.E..
EEP Director
Cc: Mr. Tom Steffen, USACE - Washington Regulatory Field Office
Mr. Brian Wrenn, NC Division of Water Quality
File: R-2510 Additional AFL,
kutor lc5... Ex""... Protac" Our -rtA& RUM;FR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-.1652 / 919-715-0476 1 www.neeep.net
SITE
NCDOT
VICINITY
MAPS
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT: 34440.1.1 (R-2510C)
US 17 BYPASS
AUGUST
Permit Dfawin9
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DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT: 34440.1.1 (R-2510C)
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GUST 2009
sneer-,V if 3(p
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Source: USGS 7.5 Minute Quadrangle. Washington and Old
NCDOT
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT: 34440.1.1 (R-2510C)
US 17 BYPASS
AUGUST 2009

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