20120537 Ver 1_Application_20120604

4 F-a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION ^IV*
BEVERLY EAVES PERDUE
GovERNOR
May 24 2012
U S Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest NC 27587
ATTN Mr Andy Williams
NCDOT Division 7 Coordinator
EUGENE A CONTI JR
SECRETARY
12 A - 0
U 5 6 7
SUBJECT Application for Section 404 Nationwide Permits 13, 23, and 33, Section 401
Water Quality Certification, and Jordan Lake Watershed Riparian Buffer
Authorization for the replacement of Bridge No 13 over Troublesome Creek on
SR 2344 (Haynes Road), Rockingham County, North Carolina Federal Aid
Project No BRZ — 2344 (1), TIP No B -4864
Debit $240 00 from WBS Element No 41553 1 1
The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 13
over Troublesome Creek on SR 2344 (Haynes Road) in Rockingham County The project
consists of replacing the existing one span, 41 foot long bridge with a 49 5 -foot triple barrel
precast reinforced concrete box culvert (RCBC) along the existing alignment The dimensions of
each barrel will be 12 feet wide by 14 feet high The project will result in 50 linear feet of
permanent jurisdictional stream impacts 73 linear feet of bank stabilization impacts and 108
linear feet of temporary jurisdictional stream impacts to Troublesome Creek
Please find enclosed the Pre - Construction Notification (PCN) form, N C Ecosystem
Enhancement Program (EEP) acceptance letter Approved Jurisdictional Determination
(Rapanos) Form, Stormwater Management Plan permit drawings, buffer drawings, and roadway
design plans for the above referenced project A Programmatic Categorical Exclusion (PCE) was
completed for this project in May 2011 and distributed shortly thereafter Additional copies are
available upon request
The proposed let date for this project is February 19, 2013, with a let review date of January 1,
2013 However the let date may advance as additional funds become available
MAILING ADDRESS
PHYSICAL ADDRESS
NC DEPARTMENT OF TRANSPORTATION TELEPHONE [phone]
Century Center Building B
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1020 Birch Ridge Dr
NATURAL ENVIRONMENT SECTION FAX [phone]
Raleigh NC 27610 -4328
1598 MAR, SERVICE CENTER
RALEIGH NC 27699 1598 WEMITE WWW NCDOT ORO

A copy of this ,permit application will be posted on the NCDOT Websrte at
http / /www ncdot org /doh/preconstruct/pe /neu/permrt html
Thank you for your assistance with this project If you have any questions or need additional
information please contact Jim Mason at eitherjsmason @ncdot gov or (919) 707 -6136
Sincerely,
_,0 -4�
ta
41 V� 'I r
frw/ Gregory J Thorpe, PhD , Manager
Project Development and Environmental Analysis Unit
cc NCDOT Permit Application Standard Distribution List
B 4864 Permit Application Cover Letter
2

01C w a rF9pG
I 1 y
o <
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
1a
Type(s) of approval sought from the
Corps
FN Section 404 Permit ❑Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 13 23 33 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ 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 ® Ripanan Buffer Authorization
1 e
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 1 h
below
❑ Yes
® No
In
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 13 over Troublesome Creek on SR 2344 (Haynes Rd)
2b
County
Rockingham
2c
Nearest municipality / town
Summerfield
2d
Subdivision name
not applicable
2e
NCDOT only T I P or state
project no
B-4864
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
Ismason @ncdot gov

4 Applicant Information (if different from owner)
4a Applicant is
❑ Agent ❑ Other specify
4b Name
not appbcable
4c Business name
(if applicable)
4d Street address
4e City state zip
0 Telephone no
4g Fax no
4h Email address
5 Agent/Consultant Information (if applicable)
5a Name
not appbcable
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
1 b Site coordinates (in decimal degrees)
Latitude 36 2655 Longitude 79 8894
(DD DDDDDD) (DD DDDDDD)
1 c Property size
1 38 acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Troublesome Creek
proposed project
2b Water Quality Classification of nearest receiving water
WS III NSW
2c River basin
Cape Fear
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
SR 2344 is designated as a Rural Local Route Land use within the vicinity includes Forested Land Agriculture and Low
and Medium Density Residential
3b List the total estimated acreage of all existing wetlands on the property
0 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
230 linear feet
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 consists of replacing the existing one span 41 foot long bridge with a 49 5 -foot triple barrel precast reinforced
concrete box culvert (RCBC) along the existing alignment The dimensions of each barrel will be 12 feet wide by 14 feet
high An off site detour will be utilized Standard road budding 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 /
project (including all prior phases) in the past
Yes ❑ No ❑ Unknown
Comments Site visit occurred on 05/29/2008 A JD Packet
with Rapanos form was provided to USACE for site visit JD
Pending
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 NCDOT
Name (if known) Principal Investigator Jim Mason
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Approved Jurisdictional Determination ( Rapanos) Form included
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

6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes explain

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
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
0 Permanent
0 Temporary
2h Comments No wetland impacts are associated with this project
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)
Site 1 ® P ❑ T
RCBC
Troublesome
Creek
® PER
❑ INT
® Corps
❑ DWQ
20
50
Site 2 ❑ P ® T
RCBC
Troublesome
Creek
® PER
❑ INT
® Corps
❑ DWQ
20
108
Site 3 ® P ❑ T
Bank
Troublesome
® PER
® Corps
20
29
Stabilization
Creek
❑ INT
❑ DWQ
Site 4 ® P ❑ T
Bank
Troublesome
® PER
® Corps
20
44
Stabilization
Creek
❑ INT
❑ DWQ
Site 5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
123 Perm
108 Temp
31 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 individually 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
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
0 Permanent
0 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 (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
51 Expected pond surface area (acres)
51 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 any impacts require mitigation
then you MUST fill out Section
D of this form
6a
❑ Neuse
❑ Tar Pamlico
® Other Jordan
Lake Watershed
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?
61 ®P ❑ T
Road Crossing
Troublesome
Creek
No
6432
3024
B2 ❑P ❑T
El Yes
❑ No
B3 DP [:IT
El Yes
❑ No
6h Total buffer impacts
6432
3024
61 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
Since there are no special aquatic resources such as trout or mussels present and because a culvert is less than half the
cost of a bridge has twice the life expectancy and requires virtually no maintenance in compansion to a bridge a culvert
was determined to be the preferred structue type at this location A culvert was also determined to be an adequate
structure from a hydraulics standpoint an off site detour will be used Class I np rap will be installed at the proposed
culvert inlet/outlet to minimize erosion to the stream banks a 4 foot high sill will be used at the entrance of the outer
southern barrel to promote the retention of natural bed material and the formation of a low flow channel within the middle
barrel of the proposed culvert np rap lined lateral 'V' ditches will be used in each quadrant of the project to consolidate
stormwater run off and reduce its velocity prior to entering Troublesome Creek The ditches tie into the Class I np rap
adjacent to culvert
1 b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
NCDOT Best Management Practices for Bridge Demolition and Removal will be implemented during the removal of the
existing bridge Best Management Practices for the Protection of Surface Waters will be employed Design Standards in
Sensitive Watersheds will be employed
2
Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a
Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U S or Waters of the State
If no explain
2b
if yes mitigation is required by (check all that apply)
❑ DWQ ® Corps
❑ Mitigation bank
2c
If yes which mitigation option will be used for this
®Payment to in lieu fee program
projects
❑ 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
50 @ 2 1 mitigation = 100 linear feet
4c
If using stream mitigation stream temperature
® warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
0 square feet
4e
Riparian wetland mitigation requested
0 acres
4f
Non riparian wetland mitigation requested
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)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
0
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 All buffer impacts are Allowable

E Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If not explain why
® Yes ❑ No
Comments See attached buffer 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 Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
See attached permit drawings
❑ 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 state implemented 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 N/A
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No N/A
10

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb 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)7
1c If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
® Yes ❑ No
letter )
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 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
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?
® 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?
NC Natural Heritage Program data USFWS website NCDOT field surveys
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ 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 Unit coordination with FEMA
8c What source(s) did you use to make the floodplain determination? FEMA Maps
ZY
Dr Gregory J Thorpe, PhD
C
05/12
Applicant/Agents Printed Name
Date
AoplicaViAgents Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided
12

Y
Ecomtem
PROGRAM
May 15 2012
Mr Gregory J Thorpe Ph D
Manager Protect Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
B 4864, Replace Bridge Number 13 over the Troublesome Creek on SR 2344 (Haynes
Road) Rockingham County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project Based on the information supplied by you on May 10 2012
the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco Region and
are as follows
Cape Fear
Stream
Wetlands
Buffer (Sq Ft )
03030002
Cold
Cool
Warm
Riparian
Non
Coastal
Zone I
Zone 2
CP
Riparian
Marsh
Impacts
0
0
50
0
0
0
0
0
(feet/acres)
This impact and associated mitigation need were not pr41ected by the NCDOT in the 2012 impact data
EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F 3 c iii of the
N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument
dated July 28 2010 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
1929
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
Mic a I Ell
eputy Director
cc Mr Andy Williams USACE — Raleigh Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit
File B 4864
Rmitortgg Er--Kkanwi�5 Prote" oar fta&
OCDENR
North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net

APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE FILE NAME AND NUMBER B -4864 Bridge No 13 over Troublesome Creek on SR 2344 (Haynes Rd)
C PROJECT LOCATION AND BACKGROUND INFORMATION Troublesome Creek, UT to Tr Creek, and Wetland WA
State North Carolina County/parish/borough Rockingham City near Summerf►eld
Center coordinates of site (]at/long in degree decimal format) Lat bVe Long Pick L tistis
Universal Transverse Mercator 17 599756E 4013985N (NAD83/WGS84)
Name of nearest waterbody Troublesome Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Haw River
Name of watershed or Hydrologic Unit Code (HUC) 03030002
® Check if map /diagram of review area and/or potential jurisdictional areas is/are available upon request
13 Check if other sites (e g offs►te mitigation sites disposal sites etc ) are associated with this action and are recorded on a
different JD form
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
Office (Desk) Determination Date
{ Field Determination Date(s)
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There ME navigable waters of the US within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
n Waters subject to the ebb and flow of the tide
Q Waters are presently used or have been used in the past or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There 90 waters of the US within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply) i
is TNWs including territorial seas
0 Wetlands adjacent to TNWs
® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
® Non RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
® Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
p Impoundments of jurisdictional waters
® Isolated (interstate or intrastate) waters including isolated wetlands
b Identify (estimate) size of waters of the U S in the review area
Non wetland waters linear feet 841 width (ft) and/or acres
Wetlands 0 02 acres
c Limits (boundaries) of Jurisdiction based on 4g8aiDelineatiarMa al
Elevation of established OHWM (if known)
2 Non regulated waters /wetlands (check if applicable) ' V
Q Potentially Jurisdictional waters and/or wetlands were assessed within the review area and determined to be not Jurisdictional
Explain
Boxes checked below shall be supported by completing the appropriate sections in Section III below
For purposes of this form an RPW is defined as a tributary that is not a TNW and that typically flows year round or has continuous flow at least seasonally
(e g typically 3 months)
' Supporting documentation is presented in Section III F

SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW complete
Section III A 1 and Section III D 1 only if the aquatic resource is a wetland adjacent to a TNW complete Sections III A 1 and 2
and Section III D 1 otherwise see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is adjacent
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non navigable tributaries of TNWs where the tributaries are "relatively permanent
waters (RPWs) i e tributaries that typically flow year round or have continuous flow at least seasonally (e g typically 3
months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW but has year round
(perennial) flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water even
though a significant nexus finding is not required as a matter of law
If the waterbody° is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines for
analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands complete Section III B 1 for
the tributary Section III B 2 for any onsite wetlands and Section III B 3 for all wetlands adjacent to that tributary both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non TNWs that flow directly or indirectly into TNW
(i) General Area Conditions
Watershed size L
Drainage area Pa lc i
Average annual rainfall inches
Average annual snowfall inches
(n) Physical Characteristics
(a) Relationship with TNW
❑ Tributary flows directly into TNW
❑ Tributary flows through ffirel i tributaries before entering TNW
Project waters are tck� M river miles from TNW
Project waters are c river miles from RPW
Project waters are k} , ,� aerial (straight) miles from TNW
Project waters are Pysi aerial (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5
Tributary stream order if known
' Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and
West
5 Flow route can be described by identifying e g tributary a, which flows through the review area, to flow into tributary b which then flows into TNW

(b) General Tributary Characteristics (check all that apply)
Tributary is ❑ Natural
❑ Artificial (man made) Explain
❑ Manipulated (man altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width feet
Average depth feet
Average side slopes bsmLst
Primary tributary substrate composition (check all that apply)
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type / %cover
❑ Other Explain
Tributary condition/stability [e g highly eroding sloughing banks] Explain
Presence of run/riffle/pool complexes Explain
Tributary geometry >t s
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for � st
Estimate average number of flow events in review area/year ckL
Describe flow regime
Other information on duration and volume
Surface flow is is Characteristics
Subsurface flow cIE iws Explain findings
❑ Dye (or other) test performed
Tributary has (check all that apply)
❑ Bed and banks
❑ OHWM6 (check all indicators that apply)
❑ clear natural line impressed on the bank
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down bent, or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list)
❑ Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determi
High Tide Line indicated by Is
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical mark►ngs/charactenstics
❑ tidal gauges
❑ other (list)
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by
❑ survey to available datum
❑ physical markings
❑ vegetation lines/changes in vegetation types
(m) Chemical Characteristics
Characterize tributary (e g water color is clear discolored oily film water quality general watershed characteristics etc )
Explain
Identify specific pollutants if known
6A natural or man made discontinuity in the OHWM does not necessarily sever jurisdiction (e g where the stream temporarily flows underground or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody s flow
regime (e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break
'Ibid

(rv) Biological Characteristics Channel supports (check all that apply)
❑ Riparian corridor Characteristics (type average width)
❑ Wetland fringe Characteristics
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non TNW
Flow is fi�Explain
Surface flow is c M Is
Characteristics
Subsurface flow YO��Wis Explain findings
❑ Dye (or other) test performed
(c) Wetland Adiacency Determination with Non TNW
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/bamer Explain
(d) Proximity (Relationship to TNW
Project wetlands are river miles from TNW
Project waters are t raenal (straight) miles from TNW
Flow is from$t
Estimate approximate location of wetland as within the c List floodplam
(n) Chemical Characteristics
Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed
characteristics etc ) Explain
Identify specific pollutants if known
(iii) Biological Characteristics Wetland supports (check all that apply)
❑ Riparian buffer Characteristics (type average width)
❑ Vegetation type /percent cover Explain
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if any) CUR
All wetland(s) being considered in the cumulative analysis KCR
Approximately ( ) acres in total are being considered in the cumulative analysis

For each wetland specify the following
Directly abuts? (Y/N) Size (►n acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological chemical and physical functions being performed
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical physical and biological integrity
of a TNW For each of the following situations a significant nexus exists if the tributary in combination with all of its adjacent
wetlands has more than a speculative or insubstantial effect on the chemical physical and /or biological integrity of a TNW
Considerations when evaluating significant nexus include but are not limited to the volume duration and frequency of the flow
of water in the tributary and its proximity to a TNW and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus
Draw connections between the features documented and the effects on the TNW as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include for example
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to carry pollutants or flood waters to
TNWs or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary in combination with its adjacent wetlands (if any) provide habitat and lifecycle support functions for fish and
other species such as feeding nesting spawning, or rearing young for species that are present in the TNW9
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical chemical or
biological integrity of the TNW?
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain
findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D
2 Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below based on the tnbutary in combination with all of its
adjacent wetlands then go to Section III D
3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of
presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands then go to
Section III D
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY)
I TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area
Q TNWs linear feet width (ft) Or acres
Q Wetlands adjacent to TNWs acres
RPWs that flow directly or indirectly into TNWs
R Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that
tributary is perennial During a site visit on 11 /2/07 both Troublesome Creek and the UT to Troublesome Creek had moderate
flow within the study area. Both tributaries had established stable banks and possessed several geomorphological and
hydrological characteristics indicative of perennial tributaries
Q Tributaries of TNW where tributaries have continuous flow seasonally (e g typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows
seasonally

Provide estimates for junsdictional waters in the review area (check all that apply)
® Tributary waters linear feet width (ft)
® Other non wetland waters acres
Identify type(s) of waters
3 Non RPWss that flow directly or indirectly into TNWs
Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for junsdictional waters within the review area (check all that apply)
[!) Tnbutary waters linear feet width (ft)
E0 Other non wetland waters acres
Identify type(s) of waters
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands directly abut RPW and thus are junsdictional as adjacent wetlands
® Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale
indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is
directly abutting an RPW The UT to Troublesome Creek runs directly through Wetland A on its way to
Troublesome Creek.
Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for jurisdictional wetlands in the review area 0 02 acres
5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
IM Wetlands that do not directly abut an RPW but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands have a significant nexus with a TNW are juns►d►ctional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for junsdictional wetlands in the review area acres
6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
el Wetlands adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for junsdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters 9
As a general rule the impoundment of a junsdictional tnbutary remains junsdictional
El Demonstrate that impoundment was created from waters of the U S or
Demonstrate that water meets the cntena for one of the categories presented above (1 6) or
Demonstrate that water is isolated with a nexus to commerce (see E below)
E ISOLATED [INTERSTATE OR INTRA STATE] WATERS INCLUDING ISOLATED WETLANDS THE USE
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) 10
Q which are or could be used by interstate or foreign travelers for recreational or other purposes
® from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
® which are or could be used for mdustnal purposes by mdustnes in interstate commerce
Q Interstate isolated waters Explain
'See Footnote # 3
'To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
' Prior to asserting or declining CWA jurisdiction based solely on this category Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process descnbed in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos

E] Other factors Explain
Identify water body and summarize rationale supporting determination
Provide estimates for jurisdictional waters in the review area (check all that apply)
Q Tributary waters linear feet width (ft)
Q Other non wetland waters acres
Identify type(s) of waters
0 Wetlands acres
F NON JURISDICTIONAL WATERS INCLUDING WETLANDS (CHECK ALL THAT APPLY)
® If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
Q Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in SWANCC the review area would have been regulated based solely on the
Migratory Bird Rule (MBR)
® Waters do not meet the Significant Nexus standard where such a finding is required for Jurisdiction Explain
® Other (explain if not covered above)
Provide acreage estimates for non Jurisdictional waters in the review area, where the sole potential basis of Jurisdiction is the MBR
factors (i a presence of migratory birds presence of endangered species use of water for irrigated agriculture) using best professional
Judgment (check all that apply)
Non wetland waters (► a rivers streams) linear feet width (ft)
Lakes/ponds acres
Other non wetland waters acres List type of aquatic resource
Wetlands acres
Provide acreage estimates for non Jurisdictional waters in the review area that do not meet the Significant Nexus standard where such
a finding is required for Jurisdiction (check all that apply)
ED Non wetland waters (i a rivers, streams) linear feet, width (ft)
Lakes/ponds acres
Other non wetland waters acres List type of aquatic resource
LA
Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply checked items shall be included in case file and where checked
and requested appropriately reference sources below)
Maps plans plots or plat submitted by or on behalf of the applicant/consultant
Data sheets prepared/submitted by or on behalf of the applicant/consultant
❑ Office concurs with data sheets/delineation report
❑ Office does not concur with data sheets/delineation report
Data sheets prepared by the Corps
Corps navigable waters study
® U S Geological Survey Hydrologic Atlas
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps
U S Geological Survey map(s) Cite scale & quad name
® USDA Natural Resources Conservation Service Soil Survey Citation
Q National wetlands inventory map(s) Cite name
�] State/Local wetland inventory map(s)
® FEMA/FIRM maps
® 100 year Floodplam Elevation is (National Geodectic Vertical Datum of 1929)
Photographs ❑ Aerial (Name & Date)
or ❑ Other (Name & Date)
® Previous determmation(s) File no and date of response letter
} Applicable /supporting case law
® Applicable /supporting scientific literature
Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD

STORMWATER MANAGEMENT PLAN
B -4864 WBS No 41553 1 1
Rockingham County
Hydraulics Project Manager Stephen Morgan PE
Date 03/20/2012
ROADWAY DESCRIPTION
The project involves the replacement of Bridge No 13 over Troublesome Creek on SR
2344 (Haynes Road) The overall length of the project is 0 116 miles The project will
replace an existing 41 single span timber bridge with a 49 5 3 @12 wide by 14 high
precast reinforced concrete box culvert An offsite detour will be utilized
ENVIRONMENTAL DESCRIPTION AND IMPACTS
The project is located in the Cape Fear River Basin The drainage area at the crossing
is approximately 8 7 mil The proposed culvert impacts Troublesome Creek which is
classified as Class C WS -III NSW Troublesome Creek is not listed on the 2010 Final
303(d) list of impaired waters for Low Dissolved Oxygen There are no wetlands
located within the project footprint Stream impacts are due to the proposed culvert
Approximately 123 of permanent stream impacts and 108 of temporary stream impacts
will occur
Approximately 9456 ftZ of buffer zones will be allowable impacted
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best management practices (BMP s) and measures used on the project are an attempt
to reduce the impacts to the receiving stream due to erosion and runoff Class I rip rap
is used at the proposed culvert inlet/outlet to minimize erosion to the stream banks A 4
high sill is used at the entrance of the outer southern barrel to promote the retention of
natural bed material and the formation of a low flow channel within the middle barrel of
the proposed culvert
CULVERT
-L- Station 16 +20 13 replace existing bridge over Troublesome Creek with a 3 @12
wide by 14 high precast reinforced concrete box culvert The culvert will be buried 1
and has a 4 high sill at the entrance of the outer southern barrel to facilitate retention of
natural bed material and the formation of a low flow channel

CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No B -4864
W B S No 4155311
Federal Project No BRZ 2344(1)
A Project Description
The purpose of this project is to replace Rockingham County Bridge No 13 on
SR 2344 over Troublesome Creek The replacement structure will consist of a
triple barrel reinforced concrete box culvert each barrel of the culvert will be
12 -foot wide by 14 foot high The culvert size is based on preliminary design
information and is set by hydraulic requirements This structure will be of
sufficient length to provide two 10 foot lanes The roadway grade of the new
structure will be raised approximately five feet
The approach roadway will extend approximately 300 feet from the northwest end
of the new culvert and 260 feet from the southeast end of the new culvert The
approaches will be widened to include a 24 foot pavement width providing two
10 foot lanes Six foot shoulders will be provided on each side with two foot full
depth paved shoulders The roadway will be designed as a Rural Local Route
using Sub Regional Tier guidelines with a 35 mile per hour design speed
Traffic will be detoured off site during construction (see Figure 1)
B Purpose and Need
NCDOT Bridge Management Unit records indicate Bridge No 13 has a
sufficiency rating of 20 7 out of a possible 100 for a new structure
The bridge is considered structurally deficient due to a structural appraisal rating
of 2 out of 9 according to Federal Highway Administration (FHWA) standards
and therefore eligible for FHWA s Highway Bridge Program The bridge also
meets the criteria for functionally obsolete due to a deck geometry appraisal of 2
out of 9
The superstructure and substructure of Bridge No 13 have timber elements that
are fifty seven years old Timber components have a typical life expectancy
between 40 to 50 years due to the natural deterioration rate of wood
Rehabilitation of a timber structure is generally practical only when a few
elements are damaged or prematurely deteriorated However, past a certain
degree of deterioration most timber elements become impractical to maintain and
upon eligibility are programmed for replacement Timber components of Bridge
No 13 are experiencing an increasing degree of deterioration that can no longer
be addressed by reasonable maintenance activities therefore the bridge is
approaching the end of its useful life

Bridge No 13 carries 1 400 vehicles per day with 2 800 vehicles per day
projected for the future The substandard deck width is becoming increasingly
unacceptable and replacement of the bridge will result in safer traffic operations
C Proposed Improvements
Circle one or more of the following Type II improvements which apply to the
project
Modernization of a highway by resurfacing restoration rehabilitation
reconstruction, adding shoulders or adding auxiliary lanes (e g parking
weaving turning climbing)
a Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b Widening roadway and shoulders without adding through lanes
C Modernizing gore treatments
d Constructing lane improvements (merge auxiliary and turn lanes)
e Adding shoulder drains
f Replacing and rehabilitating culverts, inlets and drainage pipes
including safety treatments
g Providing driveway pipes
h Performing minor bridge widening (less than one through lane)
i Slide Stabilization
1 Structural BMP s for water quality improvement
2 Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting
a Installing ramp metering devices
b Installing lights
c Adding or upgrading guardrail
d Installing safety barriers including Jersey type barriers and pier
protection
e Installing or replacing impact attenuators
f Upgrading medians including adding or upgrading median barriers
g Improving intersections including relocation and/or realignment
h Making minor roadway realignment
i Channelizing traffic
1 Performing clear zone safety improvements including removing
hazards and flattening slopes
k Implementing traffic aid systems signals and motorist aid
1 Installing bridge safety hardware including bridge rail retrofit
3 Bridge rehabilitation reconstruction, or replacement or the construction of
grade separation to replace existing at grade railroad crossings
a Rehabilitating, reconstructing or replacing bridge approach slabs
b Rehabilitating or replacing bridge decks
C Rehabilitating bridges including painting (no red lead paint) scour
repair, fender systems and minor structural improvements
0 Replacing a bridge (structure and/or fill)

4 Transportation corridor fringe parking facilities
Construction of new truck weigh stations or rest areas
6 Approvals for disposal of excess right of way or for point or limited use of
right of way, where the proposed use does not have significant adverse
impacts
7 Approvals for changes in access control
Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic
9 Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users
10 Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic
11 Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community
12 Acquisition of land for hardship or protective purposes advance land
acquisition loans under section 3(b) of the UMT Act Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects which may
be required in the NEPA process No project development on such land
may proceed until the NEPA process has been completed
13 Acquisition and construction of wetland stream and endangered species
mitigation sites
14 Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines

D Special Project Information
The estimated costs based on 2011 prices are as follows
Structure Culvert
$
193 000
Roadway Approaches
$
133 000
Detour Structure and Approaches
0
Structure Removal
$
15 000
Misc & Mob
$
66 000
Eng & Contingencies
$
68 000
Total Construction Cost
$
475 000
Right of way Costs
$
32 000
Utility Costs
$
71 000
Total Project Cost
$
578 000
Estimated Traffic
Current(2011) 1400 vpd
Year 2035 - 2800 vpd
TTST 1%
Dual 2%
Accidents Traffic Engineering has evaluated a recent three year period and
found two accidents occurring in the vicinity of the project Neither was
associated with the geometry of the bridge or its approach roadways
Design Exceptions There are no anticipated design exceptions for this project
Pedestrian and Bicycle Accommodations This portion of SR 2344 is not a part
of a designated bicycle route nor is it listed in the Transportation Improvement
Program (TIP) as a bicycle project Neither permanent or temporary bicycle nor
pedestrian accommodations are required for this project
Bridge Demolition Bridge No 13 is constructed entirely of timber and steel and
should be possible to remove with no resulting debris in the water based on
standard demolition practices
Alternatives Discussion
No Build — The no build alternative would result in eventually closing the road as
the existing bridge completely deteriorates
Rehabilitation — The bridge was constructed in 1954 and the timber materials
within the bridge are reaching the end of their useful life Rehabilitation would
require replacing the timber components which would constitute effectively
replacing the bridge
Offsite Detour — Bridge No 13 will be replaced on the existing alignment
Traffic will be detoured offsite (see Figure 1) during the construction period

NCDOT Guidelines for Evaluation of Offsite Detours for Bridge Replacement
Protects considers multiple project variables beginning with the additional time
traveled by the average road user resulting from the offsite detour The offsite
detour for this project would include SR 2917, SR 2343 and NC 65 The majority
of traffic on the road is through traffic The detour for the average road user
would result in 2 minutes additional travel time (1 mile additional travel) Up to a
6 month duration of construction is expected on this project
Based on the Guidelines the criteria above indicate that on the basis of delay
alone the detour is acceptable Rockingham County Emergency Services along
with Rockingham County Schools Transportation have also indicated that the
detour is acceptable NCDOT Division 7 has indicated the condition of all roads
bridges, and intersections on the offsite detour, are acceptable without
improvement and concurs with the use of the detour
Onsite Detour — An onsite detour was not evaluated due to the presence of an
acceptable offsite detour
Staged Construction — Staged construction was not considered because of the
availability of an acceptable offsite detour
New Alignment — Given that the alignment for SR 2344 is acceptable a new
alignment was not considered as an alternative
Structure Type The current structure is a bridge built in the 1950 s The reason
for building a bridge was not because a culvert would not work but because the
design materials and labor were not practical in the time when this structure was
built A culvert has been determined adequate from a hydraulics standpoint
There are no special resources such as trout or mussels present Because a culvert
is less than half the cost twice the life expectancy and virtually no maintenance
in comparison to a bridge a culvert is the preferred structure type
Other Agency Comments
The N C Wildlife Resource Commission in standardized letters provided a
request that they prefer any replacement structure to be a spanning structure
Response At smaller stream crossing it is more economical to replace bridges
with box culverts Culverts cost less than bridges, require less maintenance
throughout their service life than bridges, and last longer than bridges Therefore
where appropriate NCDOT prefers to use box culverts to replace bridges As
there are no protected resources at this site the proposed culvert will be designed
according to current NCDOT design practices which include such measures as
buried box bottoms to facilitate fish passage dry cell(s) to allow wildlife passage,
and placement to minimize channel widening and realignment

The N C Division of Water Quality, the Army Corps of Engineers the USDA
Forest Service, the Division of Parks and Recreation and N C Marine Fisheries
had no special concerns for this project
Public Involvement
A letter was sent by the Location & Surveys Unit to all property owners affected
directly by this project Property owners were invited to comment No comments
have been received to date
E Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II
actions
ECOLOGICAL
YES
NO
(1)
Will the project have a substantial impact on any
unique or important natural resource9
X
(2)
Does the project involve habitat where federally
listed endangered or threatened species may occur?
X
(3)
Will the project affect anadromous fish?
❑
X
(4)
If the project involves wetlands is the amount of
permanent and/or temporary wetland taking less than
one tenth (1 /10) of an acre and have all practicable measures
❑
to avoid and minimize wetland takings been evaluated?
X
(5)
Will the project require the use of U S Forest Service lands?
❑
X
6)
Will the quality of adjacent water resources be adversely
impacted by proposed construction activities?
X
(7)
Does the project involve waters classified as Outstanding
Resource Water (ORW) and/or High Quality Waters (HQW)?
X
(8)
Will the project require fill in waters of the United States
in any of the designated mountain trout counties?
X
6

(9)
Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites9
X
PERMITS AND COORDINATION
YES
NO
(10)
If the project is located within a CAMA county will the
project significantly affect the coastal zone and /or any
"Area of Environmental Concern" (AEC)9
X
(11)
Does the project involve Coastal Barrier Resources Act
resources9
X
(12)
Will a U S Coast Guard permit be required?
❑
X
(13) Could the project result in the modification of any existing
regulatory floodway? X
(14) Will the project require any stream relocations or channel ❑
changes? X
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned
growth or land use for the area? X
(16) Will the project require the relocation of any family or
business? X
(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or ❑
low income population? X
(18) If the project involves the acquisition of right of way is the
amount of right of way acquisition considered minor? X
(19) Will the project involve any changes in access control? ❑
X
(20) Will the project substantially alter the usefulness ❑
and/or land use of adjacent property? X
(21) Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness? X
04

(22) Is the project included in an approved thoroughfare plan
and /or Transportation Improvement Program (and is
therefore in conformance with the Clean Air Act of 1990) X
(23) Is the project anticipated to cause an increase in traffic
volumes9 X
(24) Will traffic be maintained during construction using existing ❑
roads staged construction or on site detours9 X
(25)
If the project is a bridge replacement project will the bridge
be replaced at its existing location (along the existing facility)
and will all construction proposed in association with the
bridge replacement project be contained on the existing facility9
X
(26)
Is there substantial controversy on social economic, or
environmental grounds concerning the projects
X
(27)
Is the project consistent with all Federal State, and local laws
❑
relating to the environmental aspects of the project?
X
(28)
Will the project have an "effect" on structures /properties
eligible for or listed on the National Register of Historic Places?
X
(29)
Will the project affect any archaeological remains which are
important to history or pre history?
X
(30)
Will the project require the use of Section 4(f) resources
(public parks, recreation lands wildlife and waterfowl refuges
historic sites, or historic budges, as defined in Section 4(f)
of the U S Department of Transportation Act of 1966)?
X
(31)
Will the project result in any conversion of assisted public
recreation sites or facilities to non - recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act
of 1965 as amended?
X
(32) Will the project involve construction in across or adjacent
to a river designated as a component of or proposed for
inclusion in the National System of Wild and Scenic Rivers? X

F Additional Documentation Required for Unfavorable Responses in Part E
Response to Question 2 Habitat for the Smooth coneflower is present within the project
study area A survey of all potential areas of habitat within the
project study area was conducted on July 12 2010 No
individuals of this species were observed A check of the
NCNHP database on September 22, 2010 showed no known
occurrences of this species within 10 rmle of the study area
Therefore a biological conclusion of No Effect' for the
Smooth coneflower remains valid
Response to Question 13 Rockingham County is a participant in the National Flood
Insurance Program administered by the Federal Emergency
Management Agency (FEMA) Based on the most current
information available from the NC Floodplain Mapping
Program (FMP), this stream crossing is in a designated flood
hazard zone which is within a limited detailed flood study
reach The Hydraulics Unit will coordinate with the FMP to
determine the status of the project with regard to applicability
of NCDOT'S Memorandum of Agreement with FMP, or
approval of a Conditional Letter of Map Revision (CLOMR)
and subsequent final Letter of Map Revision (LOMR) This
project involves construction activities on or adjacent to a
FEMA regulated stream Therefore the Division shall submit
sealed as built construction plans to the Hydraulics Unit upon
completion of project construction, certifying that the drainage
structures and roadway embankment that are located within the
100 -year floodplain were built as shown in the construction
plans both horizontally and vertically
(Left Blank Intentionally)

G CE Approval
TIP Project No B 4864
W B S No 4155311
Federal Project No BRZ -2344 (1)
Project Description
The purpose of this project is to replace Rockingham County Bridge No 13 on
SR 2344 over Troublesome Creek The replacement structure will consist of a
triple barrel reinforced concrete box culvert each barrel of the culvert will be
12 foot wide by 14 foot high The culvert size is based on preliminary design
information and is set by hydraulic requirements This structure will be of
sufficient length to provide two 10 foot lanes The roadway grade of the new
structure will be raised approximately five feet
The approach roadway will extend approximately 300 feet from the northwest end
of the new culvert and 260 feet from the southeast end of the new culvert The
approaches will be widened to include a 24 foot pavement width providing two
10 -foot lanes Six foot shoulders will be provided on each side with two foot full
depth paved shoulders The roadway will be designed as a Rural Local Route
using Sub Regional Tier guidelines with a 35 mile per hour design speed
Traffic will be detoured off site during construction (see Figure 1)
Categorical Exclusion Action Classification
Approved
Date
S- 5 —//
Date
5kll 1
Date
TYPE II(A)
X TYPE II(B)
�& 1 rn�ntl& EnvironmentalkMnalysis Branch
Prolecf Engineer
Project Development & Environmental Analysis Branch
k1d4ge1rOJ;;?Deve opment Engineer
Protect Development & Environmental Analysis Branch
For Type II(B) projects only
Da a John F Sullivan III, PE, Division Adr
Federal Highway Administration
10

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PROJECT COMMITMENTS --
w
Rodkingham County
Bridge No 13 o6SR 2344 over,�Tr6ublesome Creek
re Federal Aid Project No ,,BRZ-2344(1)
- � W ,,B 5 No 4155311
T I P No B -4864
All standard procedures and measures, includmg NCDO�T s Best Management Practices
for Protection of Surface Waters, Guidelines for $est Management Practices for Bridge
Demolition and Removal, will be implemented,,as applicable, to avoid or minimize
- environmental impacts The following special commitments have been agreed to by
NCDOT,
Division 7 Construction
In order to allow Emergency Management Services (EMS) time to prepare for road
closure the NCDOT Resident Engineer will notify the Director of the Rockingham
County EMS at (336) 634 -3004 of the bridge remova(30 days prior to road closure
In order to allow Rockingham County Schools to prepare for road closure, the NCDOT
Resident,Engmeer will notify the Transportation Director at (336) 634 -3275 of the bridge
removal ,.30 days prior to road closure
This project involves construction, activities on or adjacent to TEMA regulated streams)
Therefore, the Division shall submit sealed4as -built construction plans to the Hydraulics
Unit upon completion of project construction, certifying that the drainage structure(s)`and
roadwayiembankment that�are�loated lk thin the i00-year floodplam were built as shown
I
id the construction plans, bath Horizontally and "vertically
}
Hydraulic Unit — FEMA Coordination w
The I Iydiryaulics Unit will
c oorda ntew th the N�C F lood pl ain Mapp in g Program (FM P); to
ri
"determi e status of project with regad to applicabilrty of NCDOT S Memorandum of
x
Agreement or approval of a Conditionalletter of Map Revision (CLQMR) and
11 subsequent,final Letter of Maplevisien (LOMR)
Ai
T x
f
g�
9
- Greensheet
Categoncal' Exclusion Document
i�
M ay 2011
?
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T05i DIVISION OF HIGHWAYS
4 PROJECT DEVELOPMENT &
ENVIRONMENTAL ANALYSIS BRANCH
ROCKINGHAM COUNTY
REPLACE BRIDGES NO 13 ON SR 2344
OVER TROUBLESOME CREEK
B 4864
IStudied Detour Route-0-410'W Figure 1

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PARCEL NO
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PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
BOBBY A NEWSOM
BOBBY A. NEWSOM
EDNA NEWSOM
MPD CORPORATION
GO JERRY M. BOWMAN
ALLEN WAYNE HAYNES
GRAHAM K. FUQUAY
VICKI FUQUAY
ADDRESSES
535 HAYNES ROAD SUMMERFIELD NC 27358
535 HAYNES ROAD SUMMERFIELD NC 27358
1314 CANTERBURY TR. ASHEBORO NC 27205
855 HAYNES ROAD SUMMERFIELD NC 27358
470 HAYNES ROAD SUMMERFIELD NC 27358

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DIVISION OF HIGHWAYS
ROCKINGHAM COUNTY
PROJECT 4155311 (B -4864)
REPLACE BRIDGE NO 13
ON SR 2344
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