20091354 Ver 1_Application_20091230

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVEP-NOR
U. S. Army Corps of Engineers
Regulatory Field Office
69 Darlington Ave.
Wilmington, NC 28402-1890
December 18, 2009
•"^'r
EUGENE A. Cohn, JP-
SFCRETARI"
`091354
ATTN: Ms. Kim Garvey
NCDOT Coordinator
Dear Madam,
Subject: Application for Section 404 Nationwide Permits 23 and 33 and Section
401 Water Quality Certification for the proposed replacement of Bridge
No. 207 over Holly Swamp and Bridge Nos. 210 and 211 over Raft
Swamp on SR 1527 in Robeson County. Federal Aid Project No. BRZ-
1527(2), TIP No. B-3693. Debit 5240 from WBS 33233.1.1.
Please find enclosed the PCN form, permit drawings, half-size plan sheets, Notification
of Jurisdictional Determination, and EEP acceptance letter for the above referenced
project. A Categorical Exclusion (CE) was completed for this project on February 28,
2008. A Right of Way Consultation was completed to update the CE on February 4,
2009. Both documents were distributed shortly after their respective completion dates.
Additional copies are available upon request.
The North Carolina Department of Transportation (NCDOT) proposes to replace existing
Bridge No. 207 over Holly Swamp and Bridge Nos. 210 and 211 over Raft Swamp on SR
1527 in Robeson County. Bridge No. 207 is currently a 53-foot, 3-span bridge and will
8R-foot, _ :;p_In structure. B' ao_ NT_ 'tt l? '_ntl..
span bridge and wlli be replaced with a single span structure 5U feet in lengh. i he
existing structure of Bridge No. 211 is a 9-span, 155-foot bridge that will be replaced
with a 4-span, 190-foot bridge. The proposed bridges will be replaced approximately on
the existing alignment; however, the roadway between bridges 207 and 210 is being
realigned east of the existing alignment to reduce the amount of curve in the road. All
three bridges will be constructed with pre-stressed concrete cored slab structures. There
will be 0.90 acre of permanent impacts and 1.34 acres of temporary impacts to riparian
wetlands adjacent to Holly and Raft Swamps. Traffic will be detoured on-site during
construction via a temporary detour bridge.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] ATLANTIC AVENUE
PROJECT DEVELOPMENT ANO ENVIRONMENTAL ANALYSIS SUITE 116
1598 MAIL SERVICE CENTER WEBSITE.' WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

the let date for this project is June 15, 2010 and the review date is April 2'%, 2010;
however, the let date may advance as additional funds become available.
Regulatory Approvals
Section 404 Permit: NCDOT anticipates that all aspects of the bridges associated with this
project be authorized by a Nationwide Permit 23. We are also requesting the issuance of a
Nationwide Permit 33 for temporary impacts associated with the on-site detour (72 CFR;
11092-11198, March 12, 2007).
Section 401 Water Quality Certification: We anticipate 401 General Certification numbers
3701 and 3688 will apply to this project. All general conditions of the Water Quality
Certifications will be met. In accordance with 15A NCAu 2H, Section .0500(a), we are
providing five.copies 6f this application to the NCDWQ for their approval. NCDOT
authorizes the debit of-S240,from WBS 33233.1. 1.
A copy of this application will be posted on the NCDOT website at:
http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html
Thank you for your time and assistance with this project. Please contact Veronica Barnes
at [e-mail] or [phone] if you have any questions or need additional
information.
Sincerely,
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
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.F... Project 5:.: vi_ -s 1 Init
ivii. ,dark Staley, Roadside _nvi;otmtental
Mr. Greg Bums, P.E, Division 6 Engineer
Mr. Jim Rerko, Division 6 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ahmad A Al-Sharawneh, PDEA
Ms. Beth Harmon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
O?pF INAT 'q
h
O Y
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
Ia. Type(s) of approval sought from the
Corps:
® Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 23 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? El Yes ® No
1d. 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 El 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
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
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 207 over Holly Swamp and Bridges 210 and 211 over Raft
Swamp on SR 1527
2b. County: Robeson
2c. Nearest municipality / town: Lumberton
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-3693
3. Owner Information
3a.
3b. Name(s) on Recorded Deed:
Deed Book and Page No. North Carolina Department of Transportation
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]
39. Fax no.: [phone]
3h. Email address: [e-mail]
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, cpccify:
4b. 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:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 34.661196 Longitude: - 79.68499
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 10.85 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Holly and Raft Swamps
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV SW
2c. River basin: Lumber
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:
Land use in the area consists of residential lots and Broadleaf Deciduous Forest Land.
31b. List the total estimated acreage of all existing wetlands on the property:
2.06
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
350
3d. Explain the purpose of the proposed project:
To replace structurally deficient and functionally obsolete bridges.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing three bridges. Bridge 207 is a 53-foot bridge being replaced with a 80-foot, 2-span bridge.
Bridge 210 is a 36-foot bridge being replaced with a 50-foot, single span bridge, and Bridge 211 is a 155-foot bridge being
replaced with a 190-foot, 4-span bridge. All three bridges will be replaced on approximately the existing alignment with an
on-site detour. The roadway between bridges 207 and 210 is being realigned to reduce the sharpness of the curve in the
road. Standard road building equipment, such as trucks, dozers, and cranes will be used.
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: EcoScience Corp.
Narne (if known): Adam Mc:,:'ryre Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or Stale determinations and attach documentation.
A JD was issued on November 29, 2002 and expired on November 29,2007. Documentation is attached. A reverification
request was sent by Worth Calfee of NEU to Richard Spencer on April 14, 2008. Current conditions remain unchanged
from the 2002 JD.
5. Project History
5a. Have permits or certifications been requested or obtained ? Yes ®No ? Unknown
for this project (including all prior phases) in the past?
51b. If yes, explain in detail according to "help file" instructions.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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 Roadway fill, Riparian ® Yes ® Corps
0
03
Excavation ? No ? DWQ .
Site 2 ® P ? T Roadway fill Riparian ® Yes
? No ® Corps
? DWQ 0.06
Site 2 ? PET Detour fill Riparian ® Yes
? No ® Corps
?DWQ 0.10
Site 3 ® P ? T Roadway fill Riparian ® Yes ® Corps 0
39
El No ? DWQ .
Site 4 ® P E] T Excavation Riparian ® Yes
? No ® Corps
?DWQ 0.21
Site 4 ? P ® T Detour Fill Riparian ® Yes
? No ® Corps
? DWQ 0.69
Site 5 ®P E:1 T Roadway fill Riparian ® Yes
? No ® Corps
? DWQ 0.12
Site 6 ® P El T Roadway fill Riparian ®Yes
[:1 No ® Corps
? DWQ 0.06
Site 6 E] P ® T Detour fill Riparian ® Yes
? No ® Corps
?DWQ 0.31
Site 7 ®P ? T Roadway fill Riparian ® Yes
? No ® Corps
? DWQ 0.02
Site 8 ? P ® T Detour fill Riparian ® Yes
? No ® Corps
? DWQ 0.19
Site 9 ® P ? T Roadway fill Riparian ® Yes
? No ® Corps
?DWQ 0.01
2g. Total wetland impacts 0.90 Permanent
1.29 Temporary
2h. Comments: Additional temporary impacts to wetlands of 0.05 acre of Temporary Fill in Wetlands in the Hand Clearin
g
areas are proposed for the instaiiation of eruaion control measures, including Temporary Silt Fence and/or Special Sediment
Control Fence.
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
number - (PER) or jurisdiction stream length (linear
Permanent (P) or intermittent (Corps - 404, 10 width feet)
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Site 1 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 2 ? P ? T ? PER ? Corps
? INT ? DWO
Site 3 ? P ? T ? PER ? Corps
? INT ? DWO
3h. Total stream and tributary impacts X Perm
X Temp
3i. Comments: There will be <0.01 ac of permanent impacts in streams for the installation of permanent bents and <0.01 ac of
temporary impacts for the installation of bents for the temporary detour bridges.
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. 41b. 4c. 4d. 4e.
Open water Name of
impact number- waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) (if applicable)
or Temporary T
Ot ?P?T
02 ?P?T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d 5e.
Wetland Impacts (acres) Stream Impacts (feel) Upland
Pond ID Proposed use or
(acres)
number purpose of pond
Flooded Filled Excavated 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
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 miti gation, then ou MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
61b. 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?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
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 bridges are a total of 76 feet longer than the existing bridges, the proposed bridges will be at approximately
the same grade as the existing structures; the number of bents in the water has been reduced for each bridge, a
preformed scour hole has been utilized to diffuse stormwater velocity flowing into wetlands, 3:1 slopes are being utilized;
hand clearing is being utilized instead of mechanized clearing.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Top down construction will be used on this project. The temporary detours will be removed, graded back to natural
contours, and replanted with native vegetation. A monitoring plan is not proposed due to loamy soils in the project area.
Method II clearing with 5' of hand clearing from fill slope limits...
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
If no, explain:
2b. If yes, mitigation is required by (check all that apply): ? DW Q ® Corps

2c.
If yes, which mitigation option will be used for this

project? ? Mitigation bank

®Payment to in-lieu fee program

? 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
41b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e.
4f. Riparian wetland mitigatti^n ;,quested:
Non-riparian wetland mitigation regc;.s:ad: 1.80 acres
0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 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)
Zo ne 1 3 (2 for Catawba)
Zo ne 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,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
9
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
tb. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: if yes, see attached permit drawings.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management ^lan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWO Stormwater Program
? DWO 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
? Phase 11
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 state-implemented stormwater management programs apply ? HOW
(check all that apply): ? ORW
? Session Law 2006-246
F-1
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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
f
bl
f El Yes ? No
use o
pu
ic (
ederal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
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 El Yes ® No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Natural Heritage Program database, NCDOT field surveys and USF%ArS website.
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:
8c . What source(s) did you use to make the floodplain determination? FEMA Maps
Dr. Greaory J. Thorpe, Ph D I -?
- I Z ) ?9
' _ D
Applicant/Agent
s Printed Name A Iicant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
12
EFnf a0 emlit
PROGRAM
December 15, 2009
Ms. Kimberly Garvey
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington. Avenue
Wilmington, North Carolina 28402
Dear Ms. Garvey:
Subject: EEP Mitigation Acceptance Letter:
B-3693, Replace Bridge Numbers 207,2 10 and 211 over Holly and Raft Swamps on SR 1527, Robeson
::aunty; Lumber River Basin (Cataloging Unit 03040203); Southern Inner Coastal Plain (SICP) Eco-
Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory riparian wetland mitigation for the unavoidable impact associated with the above referenced project.
Based on the information supplied by the NCDOT on December 15, 2009, the impacts are located in CU 03040203
of the Lumber River Basin in the Southern Inner Coastal Plain_ (SICP) Eco-Region, and the anticipated mitigation
credits needed to offset the impacts are as follows.
Lumber Stream Wetlands Buffer (Sq. Ft.)

03040203 Non- Coastal Zone
SICP
L Cold Cool
F Warm Riparian Zone 1
Riparian Marsh 2
i impacts (fectiacres) 0 0 0 0.90 0 0 0 0
Mitigation Units

(Credits-up to 2:1)
C-- 0 I 0 0 1.80 0 0 0 0
This mitigation acceptance letter replaces the mitigation acceptance letter issued on December 10,
2009. Mitigation associated with this project will be provided in accordance with Section X of Amendment No. 2 to
the Memorandum of Agreement between the N. C. Department of Environment and Natural Resources, the N. C.
Department of Transportation, and the U. S. Army Corps of Engineers fully executed on March 8, 2007 (Tri-Party
MOA). EEP commits to implement sufficient compensatory riparian wetland mitigation in the appropriate
cataloging unit in the amount listed in the above table to offset the impacts associated with this project by the end of
the MOA year in which this project is permitted. 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.
!92 .
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
Sin ly, Br ttiL
WiIlia . Gilmore, P.E. QEEP Di ctor
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: B-3693 Revised
r<esrnvrvr?... t?... Protectrt29 0awita.te,
RCMEWR
N„rth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / wvvw.nceep.net
rY
PROGRAM
December 15, 2009
Mr. Gregory 1. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-3693, Replace Bridge Numbers 207, 210 and 211 over Holly and Raft Swamps on SR
1527, Robeson County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory riparian wetland mitigation for the subject project. Based on the information supplied by you on
December 15, 2009, the impacts are located in CU 03040203 of the Lumber River Basin in the Southern Inner
Coastal Plain (SICP) Eco-Region, and are as follows:
Lumber Stream Wetlands Buffer (Sq. Ft.)
03040203
SICP
Cold
Cool
Warm
Riparian Non- Coastal

Riparian Marsh
Zone 1 Zone 2
Impacts I

(feet/acres) 0 0 0 0.90 0
0 0 f
Mitigation Units -?

L (Credis-up to 2:1) 0 0 0 1.80 0
0
t
This mitigation acceptance letter replaces the mitigation acceptance letter issued on December 10,
2009. EEP commits to implementing sufficient compensatory riparian wetland mitigation credits to offset the
impacts associated with this project by the end of the MCA Year in which this project 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
F,EP.
1929.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
S ' C rely,
a fk-
Will D. Gilmore, P.E.
EEP vector
cc: Ms. Kimberly Garvey, USACE- Wilmington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: B-3693 Revised
k"torut9... E"A"... Prot" Oar State
ACU R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 /919-715-0476iwviw.nceep.net
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200300156

County,, Robeson
Notification of Jurisdictional Determination 0'
Requestor: Authorized Agent:
Mr. Gregory J. Thorpe, Ph.D. Mr. Shay Garriock
Environmental Management Director EcoScience Corporation
Project Development & Environmental Analysis 1101 Haynes Street, Suite 101
1548 Mail Service Center Raleigh, North Carolina 27604
Raleigh, N.C. 27699-1548
Size and Location of Project (waterbody, Highway name/number, town, etc.): TIP Project No. 13-
3693, Bridges No. 207,210 & 211 on SR 1527 over Raft Swamp, Robeson County, North Carolina.
Basis for Determination: Onsite field inspection of jurisdictional area.
On August 8, 2002, the undersigned verified the Section 404 jurisdictional line as field delineated by the NCDOT
and/or its representatives for the subject NCDOT project/corridor. The project site delineated jurisdictional
boundaries were determined to accurately reflect the limits of Corps jurisdiction. The field delineated wetland
jurisdictional limits, as shown on the attached plan can be relied on for project planning and impact assessment.
This verification is valid for five (5) years from the date of this letter.
Any placement of dredged or fill material within the delineated jurisdictional limits will require
Department of the Army authorization pursuant to Section 404 of the Clean Water Act, as amended (33
USC 1344). Any un-authorized placement of dredged or fill material within the delineated jurisdictional
limits would be a violation of Section 301 of the Clean Water Act (33 USC 1311) and subject to
enforcement action. If you have any questions regarding this verification or the Corps of Engineers'
regulatory program, please contact Mr. Richard K. Spencer at 910-251-4172.
Project Manager Signature o???-cc??5c • Cti
Richard K. Spencer
Date November 29, 2002
Expiration Date November 29, 2007
Attachments
CF: NCDOT, Division 6, Jim Rerko
SITE
E
5
saw
NCDOT .
DIVISION OF HIGHWAYS
VICINITY ROBESON COUNTY
PROJECT: 33233.1.1 (B-3693)
MAP BRIDGE NO.207 OVER HOLLY
SWAMP AND BRIDGE NOS.
210 AND 211 OVER RAFT SWAMP
ON SR 1527
SHEET OF
Pe ril Draw;rlg
NORTH CAROLINA
E
E
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SUMMARY OF AFFECTED PROPERTY OWNERS

TRACT NO. PROPERTY OWNER ADDRESS SITE NO.
SALLY CADE WALTERS 3720 N W 104 1
O CORAL SPRINGS, FL 33065
O DAN CADE JR. P.O. BOX 8211 1
COLUMBIA, SC 29202
O POLLY BARR 11165 MARTIN STREET 2
CAMDEN, NJ 08104
O BILLY DURELL CURRIE 3775 PINE LOG RD 2
LUMBERTON,NC 28358

SO LARRY T. EDWARDS &
THOMAS J. KEITH
311 E. 5TH ST.
4, 6
LUMBERTON,NC 28358
O BONNIE F. LOCKLEAR 1743 WHISTLING RUFUS RD. 3,5
PEMBROKE,NC 28372
O DELMAR SPAULDING P.O. BOX 604 8
LUMBERTON,NC 28359
O WOODROW WILSON BECK JR. P.O. BOX 935 7,9
LUMBERTON,NC 28359

NCD®T
DIVISION OF HIGHWAYS
ROBESON COUNTY
PROJECT: 33233.1.1 (B-3693)
BRIDGE NO. 207 OVER HOLLY
GI' SWAMP AND BRIDGE NOS.
L 210 AND 211 OVER RAFT SWAMP
ON SR 1527
SHEET OF
Permit DrOWN
etiso? 7, of -,;?G
WETLAND LEGEND
--WLB WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND PROPOSED BOX CULVERT
x--41 L FFF333--??? /-\
MCCIIl? DENOTES FILL IN
WETLAND PROPOSED PIPE CULVERT
E
E
$:o
DENOTES PERMANENT
SURFACE WATER IMPACTS
DENOTES PERMANENT
MFISURFACE WATER IMPACTS
(POND)
DENOTES TEMPORARY
FILL IN WETLAND
ME DENOTES EXCAVATION
N WETLAND
DENOTES TEMPORARY
SURFACE WATER IMPACTS
DENOTES HAND
CLEARING
DENOTES MECHANIZED
CLEARING
-> FLOW DIRECTION
TB
?- TOP OF BANK
-- WE EDGE OF WATER
----?---- PROP. LIMIT OF CUT
-----F --- PROP. LIMIT OF FILL
-A,-PROP. RIGHT OF WAY
----NG---- NATURAL GROUND
PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
--EAB-- EXIST. ENDANGERED
ANIMAi. BOUNDARY
--EPB-- EXIST. ENDANGERED
PLANT BOUNDARY
----4 -------- WATER SURFACE
x . x x
x x LIVE STAKES
x x x
BOULDER
COIR FIBER ROLLS
12"- 4 5'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
WOODS LINE
DRAINAGE INLET

ROOTWAD

RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE

LEVEL SPREADER (LS)
DITCH /
GRASS SWALE
1V CDOT
DIVISION OF HIGHWAYS
ROBESON COUNTY
PROJECT: 33233.1.1 (B-3693)
BRIDGE NO.207 OVER HOLLY
SWAMP AND BRIDGE NOS.
210 AND 211 OVER RAFT SWAMP
ON SR 1527
SHEET OF
Permit Drawing
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STORMWATER MANAGEMENT PLAN
Project: 33233.1.1
TIP No. B-3693
Robeson County
11/19/2009
Hydraulics Project Manager: W. Herbert Turner, Jr_ PE (Ko/ Florence & Hutcheson)
Marshal Clawson, P:E. k'NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION ;
The purpose of this project is to replace Robeson County Bridge No. 207, 210,
and 211 on SR 1527 (Pine Log Road) over Holy Swamp, Raft Swamp Overflow, and
Raft Swamp, respectively. Bridge number 207 is 53 feet in length and has a clear
roadway width of 28 feet. The replacement structure will be a bridge 80 feet long
providing a 35.8 foot clear roadway width. The bridge wiIl include two 12-foot lanes and
5 to 6.1 feet (varies) offset on left side and 5.7 to 6.8 feet (varies) ofi3et on right side-
Bridge number 210 is 36 feet in length and has a clear roadway width of 24 feel The
replacement structure will be a bridge 50 feet long providing a 35.8 foot clear roadway
width. The bridge will include two 12-foot lanes and 5.6 to 5.9 feet (varies) offset on left
side and 5.9 to 6.3 feet (varies) offset on right side. Bridge mrmber 210 is 155 feet in
length and has a clear roadway width of 24 fee The replacement structure will be a
bridge 190 feet long providing a 35.8 foot clear roadway width The bridge will include
two 12-foot lanes and 3.9 feet offset on left side and 79 feet offset onrraht side. The
roadway grade will be raised approximately 1 to 2 fee: above the exist a- structw-?-,
The approach roadway will extend approximately 330 fees from the south and of
the new bridge No. 207 and 460 feet from the east end of the new bridge \o_ 211. The
approaches will be widened to include two 12-foot lam with 8-foot shoulders, 44bot of
which will be paved. The roadway will be designed as a Rural Minor Collector with a 60
mile per hour design speed using the Sub Regional Tier Desi® Guidelines for Bridge
Projects. Traffic will be detoured on-site during construction.
The project B-3693 creates impacts to three named stream (Holy Swamp, Raft
Swamp Overflow, and Raft Swamp) within the Lumber River Basin. Table 1 shows the
streams and the proposed crossing structures. The project drainage consists of wed
inlets with associated pipes, and roadside and lateral grass swales.
Table 1. List of Stream Crossings in Project B-3693
Site # Station Stream Name I ? e I Proposed Strucrae
1 -L- 14+20 Holy Swamp 9.0 Sq Mi 2-Span Cored ;ab
2
(1@50%1@30
)

2
L- 21+37 Raft Swamp
156 Sq Mi 1-Span Cored Slab
'
Overflow (1@50
)
Permit Drawlo0
Sheet S of =zU
3 -L- 25+45 Raft Swamp 156 Sq Mi 4-Span Cored Slab
(1@40', 3@50')
EN ,1RONMENTAL DESCRIPTION
The project is located within the Lumber River Basin and Robeson County which
is not a CAMA county. The streams listed in Table I have been classified as
jurisdictional stream. The NCDWQ Surface Water Classification is listed as WS-N, SW
for these streams and they are not identified as impaired according to the current
NCDWQ's 303(d) Impaired Waters List.
There are wetland areas that will be impacted by the proposed project. Wetland
impacts have been reduced to a minimum by keeping roadway fill slopes at 3:1 for most
of the project area
Deck drains are not required for the three proposed bridges. In order to eliminate
the deck drains for the bridge No. 211, the bridge width offset on the right (low) side will
be adjusted to 7.9 feet due to design spread.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation
of the states surface waters by the location, construction and operation of the highway
system. The BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution- The BMPs and measures that will be used on this project to reduce
stormwater impacts are as follows:
PREFORMED SCOUR HOLE
A preformed scour hole has been utilized to diffuse the velocity from the storm
drain pipe at Sta 27+70 on the right that drains into the jurisdictional wetland.
GRASS SWALE
The Grass Swale will provide treatment for the pavement runoff before entering wetland
at the following locations: 10+70 to 12+75 LT, 10+50 to 11+20 RT, 27+00 to 29+50 LT
AVOID DITCHING THROUGH WETLAND
Grass swale will ends at edge of wetland to avoid impact to the wetland at following
locations: 12+75 LT, 27+00 LT
METHOD H CLEARING TO MINIMIZE WETLAND IMPACTS
Method H clearing with additional 5' clearance from fill slope limits will be used to
minimize mechanized clearing for permanent road and temporary fill in wetlands for on-
site detour throughout the project area.
RESTORE WETLNAD FOR DETOUR
On-site detour fills in wetlands will be temporary. They will be removed after
construction to avoid permanent impacts to wetlands.
permit a
sheet
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-L- 10+00 TO 13+80 10 570 560
TOTAL SUMMARY NO. 1 10 570 560 .

SUMMARY NO.2
-L- 14+60 TO 21+12 9 4817 4808
TOTAL SUMMARY NO. 2 9 4817 4808

SUMMARY NO. 3
-L- 21+62 TO 24+50 4 1582 1578
TOTAL SUMMARY NO. 3 4 1582 1578

SUMMARY NO.4
-L- 26+41.06 TO 31+00 114 757 643
TOTAL SUMMARY NO. 4 114 757 643

SUMMARY NO.5
(DETOUR)-L- 10+00 TO 13+80 38 1225 1187
TOTAL SUMMARY NO. 5 38 1225 1187

SUMMARY NO.6
(DETOUR)-L- 14+60 TO 21+12 342 6613 6271
TOTAL SUMMARY NO. 6 342 6613 6271

SUMMARY NO.7
(DETOUR)4- 21+62 TO 24+50 0 5591 5591
TOTAL SUMMARY NO. 7 0 5591 5591

SUMMARY NO. 8
(DETOUR)-Ir 26+41.06 TO 31+00 79 1887 1808
TOTAL SUMMARY NO. 8 79 1887 1808

SUB-TOTAL (SUMMARIES 1 THRU 8) 595 23,041 22,446

SUMMARY NO.9
(DETOUR REMOVAL) -L- 10+00 TO 13+80 941
TOTAL SUMMARY NO. 9 941

SUMMARY NO. 10
(DETOUR REMOVAL)-L- 14+60 TO 21+12 5586
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