20150969 Ver 1_Application_20150918

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STATE OF NORTH CAROLINA
DEPARTN�NT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
September 18, 2015
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. Eric Alsmeyer
NCDOT Division 5 Project Coordinator
NICHOLASJ.TENNYSON
SECRETARY
Subject: Application for Section 404 Nationwide Permits 13, 23, 33, Section 401 Water
Quality Certification and Tar-Pamlico Riparian Buffer Authorization for
replacement of Bridge No. 178 over Fox Creek on SR 1304 (Sunset Road), Granville
County, North Carolina. Federal Aid Project No. BRZ-1304(10), TIP No. B-5157.
Debit $240.00 fi•om WBS Element No. 42332.1.1
Dear Sir:
Please find enclosed the Pre-Construction Notification (PCN) form, Division of Mitigation Services
acceptance letter, USFWS concurrence letter, stormwater management plan, permit drawings, and
roadway plans for the above referenced project. A Categorical Exclusion (CE) was completed for this
project in January 2015.
The proposed let date for the project is April 29, 2016 with a review date of March 1, 2016.
However, the let date may advance as additional funds become available.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
https•//connect ncdot �ov/resources/Environmental/Pa�es/default.aspx under Quick Links > Permit
Applications. A copy of the CE is also available at the above website address under Quick Links >
Environmental Documents. Thank you for your time and assistance with this project. Please contact
Rachelle Beauregard at either rbeauregard(�a,ncdot.gov or [phone] if you have any questions or
need additional information.
Sincerely,
/� ---_.�.---- ..._.....
.�ps Richard W. Hancock, P.E. Manager
P�•oject Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List
MAILING ADDRESS: Te�ePHONe: 919-707-6000
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECTDEVELOPMENTANDENVIRONMENTALANALYSIS �/j/EBSITE: WINW.NCDOT.ORG
1598 MAIL SERVICE CENTER
Rn�eiGr+ NC 27699-1548
LOCATION:
CENTURY CENTER BUILDING B
1020 BIRCH RIDGE DR.
RALEIGH, NC 27610

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � 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 DWR (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. 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 179 over Fox Creek on SR 1304
2b. County: Granville
2c. Nearest municipality / town: Berea
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5157
project no:
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 not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
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
1 b. Site coordinates (in decimal degrees): Latitude: 36.355886 Longitude: - 78.724769
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 6.4 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Fox Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-V; NSW
2c. River basin: Tar Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Land use in the project vicinity consists primarily of agriculture and forested areas, interspersed with residential homes
along roadways.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
398
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 72-foot bridge with a 100-foot bridge. It will span the creek on the existing alignment
and have an off-site detour. 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 /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments: A JD was not sought due to the nature of
jurisdictional features identified
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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
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
number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Tem orar T
Site 1❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 2❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 5❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 6❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average �mpact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermitte (Corps - width
Temporary (T) nt (INT)? 404, 10 (feet)
DWQ—
non-404,
other)
Site 1� P� T bank Fox Creek � PER � Corps 24 46 perm
stabilization ❑ INT ❑ DWQ 8 temp
Site 2� P� T fill UT to Fox Creek ❑ PER � Corps 5 14 perm
� INT ❑ DWQ 20 temp
Site 3❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 4❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 60 Perm
28Temp

3i. Comments: No mitigation is required from the USACE for bank stabilization. Temporary impacts to Fox Creek under the
bridge are for the removal of the bent.
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 o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Temporar T
01 ❑P�T
02 ❑POT
03 ❑POT
04 ❑POT
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete 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 Flo
Flooded Filled Excavated ode Filled Excavated Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse � Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporar T re uired?
B1 � P❑ T Road crossing Fox Creek � Nos 360 1087
B2 � P❑ T Bridge Fox Creek � Nos 3150 576
Road impacts other than � Yes
B3 � P❑ T UT to Fox Creek 1754 1179
crossings of streams ❑ No
6h. Total buffer impacts 5264 2842
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed bridge is 28 feet longer than the existing bridge and will be at approximately the same grade and alignment
as the existing structure; the new bridge will span the creek; no deck drains on bridge; use of Design Standards for
Sensitive Watersheds; See Stormwater Mana ement Plan for more measures.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities will be followed; use of an off-site
detour.
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, ex lain:
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
project? � 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
4b. Stream mitigation requested: 28 linear feet
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): 6168 square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Road impacts other than 1754 3(2 for Catawba) 2631
crossings of streams
Zone 2 Road impacts other than 1179 1.5 3537
crossings of streams
6f. Total buffer mitigation required: 6168
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).
Division of Mitigation Services
6h. Comments:

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
� Yes ❑ No
Comments: see attached permit drawings.
2. Stormwater Mana ement 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
apply (check all that apply): ❑ USMP
❑ 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 n/a
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

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?
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)?
1 c. 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
10

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?
There was habitat present but no species found on the project for smooth coneflower and harperella. There is habitat for
the dwarf wedgemussel. Several surveys did not locate the species but records are known nearby the bridge. NCDOT
received a concurrence letter from the USFWS dated April 6, 2015 (enclosed) that concurred with a May Affect, but Not
Likely to Adversely Affect this species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
� Richard W. Hancock, P.E. 1��(�� S
Applicant/Agent's Printed Name -- Date
Applicant/AgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.)
ll

Pat McCrory
Governor
���
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Mitigation Services
July 16, 2015
Mr. Richard W. Hancock, P.E.
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Hancock:
Subject: Mitigation Acceptance Letter:
B-5157, Replace Bridge 178 on SR 1304, Granville County
Donald R. van der Vaart
Secretary
The purpose of this letter is to notify you that the NCDENR Division of Mitigation Services
(NCDENR DMS) will provide the stream and buffer mitigation for the subject project. Based on the
information supplied by you on July 14, 2015, the stream and buffer impacts are located in CU 03020101
of the Tar-Pamlico River basin in the Central Piedmont (CP) Eco-Region, and are as follows:
Stream and
Wetlands
Impacts
River I CU I Eco-
Basin Location Region
Tar- I 03020101 I CP
Pamlico
Stream Wetlands
Cold Cool Warm Riparian Non-
Riparian
14.0
*Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
Coastal
Marsh
All buffer mitigation requests and approvals are administrated through the Riparian Restoration
Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer
mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWQ's
Buffer Authorization Certification, NCDENR DMS will transfer funds from the NCDOT 2984 Fund into
the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have
completed its riparian buffer mitigation responsibility for TIP Number B-5157. Subsequently, DMS will
conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if
available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian
Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT
ILF Program.
Buffer Impacts
Buffer River Basin CU Eco-Region
Zone 1 Zone 2 TOTAL
Impacts Tar-Pamlico 03020101 CP 1,754.0 1,179.0 2,933.0
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: http:!/portal.ncdenr,org/webleep
An Equal Opporiunity 1 Affirmative Action Employer— Made in part by recycled paper

Mr. Richard Hancock
July 16, 2015
Page Two
NCDOT TIl' B-5157
NCENR DMS commits to implementing sufficient compensatory stream mitigation credits to
offset the impacts associated with this project as determined by the regulatory agencies in accordance
with the N.C. Department of Environment and Natural Resources' 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 NCDENR DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-707-8420.
Sincerely,
�� �
�
Ja es . Stanfill
Asset Management Supervisor
Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NC Division of Water Resources
File: B-5157

United States Department of tl�e Intet•ior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Bo� 33726
Raleigh, North Carolina 27636-3726
Apri16, 2015
Richard W. Hancock, P.E.
North Carolina Department of Transportation
Project Development and Envit•onmental Analysis
1598 Mail Seivice Center
Raleigh, North Carolina 27699-1598
IDear Mr, IIancocic:
This letter is in response to your letter of April 2, 2015 which provided the U.S. Fish at7d
Wildlife Service (Service) with the biological conclusion of the Nor�th Carolina Department of
Transportation (NCDOT) that the replacement of Bridge No. 178 on SR 1304 over Fox Creek in
Granville County (TIP No. B-5157) may affect, but is not likely to adver•sely affect the feder•ally
endangered dwarf wedgemussel (Alasmidonta heterodon). In addition, NCDOT has determined
that the project will have no effect on the federally endangered smooth coneflower (Echinacea
laevigata) and harperella (Ptilimnium nodosum). These comments are provided in accot•dance
with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-
1543).
The dwarf wedgemussel has been observed in the vicinity of Bridge No. 178 in 2003 and also
approximately 0.5 miles downstream in 2005. However, a severe drought in late 2007/early
2008 caused Fox Creek to dry out for several months. Subsequent mussel suiveys in 2008 found
only fi�esh dead and relic dwarf wedgemussel shells. NCDOT conducted additional mussel
surveys on August 20, 2009 and July 22, 2010. No evidence of dwarf wedgemussels was
observed and mussel numbers and richness were low compared to pre-drought surveys, with only
two species obsei•ved. NCDOT again conducted a mussel survey at the site on June 8, 2014.
The survey extended 100 meteis upstt•eam and 400 meters downstream of SR 1304. No dwarf
wedgemussels were observed, and only two other mussel species were observed. The low
species diversity likely indicates that the Fox Creek mussel fauna has not yet recovered fi•om the
drought of 2007/2008.
The new bridge will completely span the channel, and in-water work will be limited to removing
an existing bent located at the edge of the water line. The bent removal will be completed within
a"temporary dewatering footpi•int" to minimize sedimentation. NCDOT has also committed to
adhering to Design Standards for Sensitive Wateisheds.
Based on the mussel survey results and other available information, the Service concurs with
your conclusion that the proposed bridge replacement may affect, but is not likely to adversely

affect the dwarf wedgemussel. In addition, based on negative survey data from August 4, 2009
and July 14, 2014, the Service concurs with your conclusion that the project will have no effect
on the smooth coneflower and harperella. We believe that the requirements of Section 7(a)(2) of
the ESA have been satisfied. We remind you that obligations under Section 7 consultation must
be reconsidered i£ (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered in this review; (2) this
action is subsequently modified in a manner that was not considered in this review; or (3) a new
species is listed or critical habitat determined that may be affected by this identified action.
The Service appr•eciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
}
� � �
�'- Pete Benjamin
Field Supervisor
Electronic copy: Eric Alsmeyer, USACE, Wake Forest, NC
Travis Wilson, NCWRC, Creedmoor, NC

����� ���,4�y North Carolina Department of Transportation
SG[�Y�11W2tPr . I
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,,.,.,,.,, Highway Stormwater Program ��.�
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 42332.1.1 TIP No.: B-5157 County(ies): Granville Page 1 of 1
General Project Information
WBS Element: 42332.1.1 TIP Number: B-5157 Project Type: Bridge Replacement Date: 4/1/2015
NCDOT Contact: Galen Cail, PE Contractor I Designer: Sungate Design Group, P.A.
Address: NCDOT Hydraulics Unit Address: g15 Jones Franklin Road
1590 Mail Service Center Raleigh, NC 27606
Ralei h, NC 27699-1590
Phone: [phone] Phone: [phone]
Email: cail ncdot. ov Email: bsmith sun atedesi n.com
Cit ITown: Oxford Count ies): Granville
River Basin s: Tar-Pamlico CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.17 Miles Surrounding Land Use: Agricultural, Rural Residential
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.53 ac. 0.43 ac.
Typical Cross Section Description: 2 10' lanes with 4' paved shoulder 2 10' lanes
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 305 Year: 2036 Existin : 160 Year: 2012
General Project Narrative: This project involves the replacment of Granville County Bridge #178 over Fox Creek on SR 1304 (Sunset Road) in Granville County, NC with a 1@95' 39" Box Beam bridge.
(Description of Minimization of Water This bridge replacement and the associated roadway improvements have been designed in a manner that minimizes the increase in impervious surface area. Fox Creek is
Quality Impacts) protected by the Tar-Pamlico Buffer Protection Rules. As such, all efforts were made to produce a design that will protect and preserve existing riparian buffers. No wetlands are
located at this site. There will be no deck drains installed on the bridge. Class II rip rap will be placed on the east streambank (not to be placed on the stream bed) and floodplain
bench under the bridge to provide protection to the bare soil resulting from excavation and removal of the existing interior bent.
StormwaYer runoff from the road will be collected in roadway ditches. The proposed roadway ditches in the northwest and southeast quadrants will outlet to existing ditches
outside of the buffer zone. The proposed ditches in the southwest and northeast quadrants will flow through the buffer zones and are replacing existing ditches that are being
covered by proposed fill due to widened shoulders. These ditches are carrying concentrated off-site stormwater. The site topography is extremely steep and will not allow
utilization of stormwater treatment practices. Due to this, these ditches cannot meet the criteria required to get treament before entering the buffer however non-erosive
velocities will be achieved in these ditches during the 10 yr storm before entering the buffer. The ditches have been lined with Class I rip rap to eliminate potential erosion. Class
I rip rap will be placed in the unnamed tributary to Fox Creek receiving stormwater from the proposed ditch in the southwest quadrant to protect against erosive forces resultant
of the steep grade of the proposed ditch. Rip rap will only be placed in the immediate vicinity of the confluence of the proposed ditch and tributary. Stormwater runoff from the
bridge will be conveyed by shoulder berm gutter to a drop inlet and discharged into the proposed ditch in the northeast quadrant outside of the buffer zone.
Waterbody Information
Surface Water Body (1): Fox Creek NCDWR Stream Index No.: 28-4-1
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

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See Sheet 1-A For I ndex of Sheets
See Sheet 1-B For ConventionalSymbols
-0-O-C�O�O- DENOTES OFF-SITE DETOUR
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PERMIT DRAWING
SHEET 1 OF 6
LOCATION: BRIDGE 1V0. l78 OVER FOX CREEK 0111 SR I304
(SUNSET ROAD)
TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
—L— POT STA. 20 + 50.00
END TIP PROJECT B-5157
SITE 1 \ � ,,
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BEGI11l TIP PROJECT B-5157 � � .,R.
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CLEARING O1V THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
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GRAAHIC SCALES DESIGN DATA PROJECT LENGTH l'repored m me of��loe of: HYDRA[ILICS ENGINEER
ADT 2016 = 225 SUNGATE DESIGN GROUP, P.A. �, �{�����Q
50 25 0 50 700 �ou�
ADT 2036 = 305 1e°°°�°°°s a�� �°° � o� p�' �
RA�E°a� o�"�AAO°PAVS sw� s � � ��
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PLANS LENGTH OF ROADWAY TIP PROJECT B-5157 = 0.156 MILES „
D= 60 % for t he Nort h Caro lina Department o f Transportation PE o a
LENGTH OF STRUCTURE TIP PROJECT B-5157 = 0.018 MILES sicNaTUnE: � ,
S O Z S O S O � OO T — 5 % • 2012 STANDARD SPECIF/CAT70NS I STANTFC CoNTACT � �
ROADWAY DESIGIY �'p a
V= 35 MPH TOTAL LENGTH TIP PROJECT B-5157 = 0.174 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD, P.E. ENGINEER �� �Q
PROFILE (HORIZONTAL) * TTST = 2% DUAL 3% �xo�ECr ExcixESe gyp QUQ
APRIL 23, 2075 Q� ���
xcnor coxracr: p� �
10 5 0 10 20 FUNC CLA$$ LETTING DATE:
= RURAL LOCAL
PROFILE (VERTICAL) SUB–REGIONAL TIER APRIL 19, 2016 RON MCCOLLUM, P.E.
P.E.
SIGNATURE:

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8-5/57 04
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ENLARGED YIEW 4F IMP�CT AREA
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CLASS II STREAMBANK
PERMIT DRAWING
SHEET 4 OF 6
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SEE DETAIL� � � SEE DETAIL 3
PROP 1 �a 95' ��� � �
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8-5/57 04A
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (ft) (ft)
1 16+02 TO 16+15 -L- BANK STABILIZATION < 0.01 < 0.01 33 8
1 16+18 TO 16+23 -L- BANK STABILIZATION < 0.01 13
2 15+20 TO 15+52 -L- STANDARD V DITCH W/ RIP RAP < 0.01 < 0.01 14 20
DISSIPATOR AT CONFLUENCE
TOTALS*: < 0.01 < 0.01 60 28 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24

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ADT 2016 = 225 SUNGATE DESIGN GROUP, P.A. �, �{�����Q
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PLANS LENGTH OF ROADWAY TIP PROJECT B-5157 = 0.156 MILES „
D= 60 % for t he Nort h Caro lina Department o f Transportation PE o a
LENGTH OF STRUCTURE TIP PROJECT B-5157 = 0.018 MILES sicNaTUnE: � ,
S O Z S O S O � OO T — 5 % • 2012 STANDARD SPECIF/CAT70NS I STANTFC CoNTACT � �
ROADWAY DESIGIY �'p a
V= 35 MPH TOTAL LENGTH TIP PROJECT B-5157 = 0.174 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD, P.E. ENGINEER �� �Q
PROFILE (HORIZONTAL) * TTST = 2% DUAL 3% �xo�ECr ExcixESe gyp QUQ
APRIL 23, 2075 Q� ���
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= RURAL LOCAL
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P.E.
SIGNATURE:

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PROJECT REFERENCE NO. SHEET NO.
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MARY FRANCIS BROOKS
STANDARD 'V' DITCH
W/CLA55 I RIP RAP
SEE DETAIL 4
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DETAIL 3
RIP RAP AT EMBANKMENT
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GEOTE%iILE � -
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DETAIL 4
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PROJECT REFERENCE NO. SHEET NO.
8-5/5% 04
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ftZ) (ftZ) (ft2) (ftZ) (ftZ)
1 1@ 95' BRIDGE 15+50 TO 16+45 -L- X 3150 576 3726
1 -L- LT & RT 15+45 TO 16+81 -L- X 360 1087 1447
2 IMPACTS TO UT -L- RT 14+35 TO 15+50 -L- X 1754 1179 2933
TOTAL: 3510 1663 5173 1754 1179 2933

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LOCATI011t: BRIDGE 11t0. l78 OVER FO.X CREEK 01� SR 1304
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GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH Prepared in the office of: HYDRAULICS E11�GI1VEER
ADT 2016 = 225 SUNGATE DESIGN GROUP, P.A. � . Stantec
50 25 0 50 100 0� �oap�
ADT2 03 6- 3 05 915 JONES FRANKLIN ROAD Stantec Consulting Services Inc � ��
RALEI6H, NORTH CAROLINA 27606 g01 Jones Franklin Road Suite 300 /�
TEL[phone] FAX[phone] "�l �o
Q ENG FIRM LICENSE NO. G890 Raleigh, NC 27606 �Q �
P LAN S K= 10 /o L E N GT H O F ROADWAY T I P P ROJ E CT B-515 7 = 0.15 6 M I L E S Tel [phone] Fax [phone] www stantec com License No F-0672 � Q�
D= 60 % LENGTH OF STRUCTURE TIP PROJECT 6-5157 = 0.018 MILES .for the 1�orth Carolina Department of Transportation P.E. � a
J� � 2�J � J� � � 0 � T — rj % * 2012 STANDARD SPECIFICATIONS STAIVTEC CONTACT SIGNATURE: � �
ROADWAY DESIG11t �' °
V= 35 MPH TOTAL LENGTH TIP PROJECT 6-5157 = 0.174 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD, P.E. E11tGI1�EER °
� a
PROFILE (HORIZONTAL) * TTST = 2% DUAL 3% PROJECT ENGINEER ���p Q�`�
APRIL 23, 2015 0
10 5 0 10 2 0 F U N C C LAS S LETTING DATE: NCDOT COIVTACT.• O� �� p���
= RURAL LOCAL RoN MCCOLLUM, P.E.
PROFILE (VERTICAL) SUB-REGIONAL TIER APRIL 19, 20�6
P.E.
SIGNATURE:
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*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROI'ERTY.•
State Line ------
County Line ----
Township Line ---
City Line --
Reservation Line - -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
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Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site '�
Potential Soil Contamination: Area or Site �?�
BUILDINGS AND OTHER CULTURE.•
WLB
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EPB
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Gas Pump Vent or U/G Tank Cap o
Sign �
Well °
Small Mine �
Foundation 0
Area Outline
Cemetery 1�
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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BZ 2
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RAILROADS:
Standard Gauge
RR Signal Milepost
$WItCi1
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C�A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
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Proposed Permanent Easement with
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ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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Proposed Curb Ramp c�
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Existing Cable Guiderail
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Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge
Woods Line
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Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
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Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑a
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) - - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T F°
Designated U/G Fiber Optics Cable (S.U.E.*� ----T F�- --
WATER:
Water Manhole O
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A�� Water
TV:
TV Satellite Dish C�
TV Pedestal ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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Stantec Consulting Services Inc.
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EST 30 TONS
EST 55 SY GF
DETAIL #5
BANK STABILIZATION
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Remove Existing
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DETAIL 6
RIP RAP DISSIPATOR
AT CONFLUENCE
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ON BANKS ONLY
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C/I. C�EEK IS �ROPFRTY I. I�JF
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D= 7° 38' 22.0" D= 8° ll' 06.4"
L = 274.22' L = 23/.l0'
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R = 750.00' R = 700.00'
DS = 35 MPH DS = 35 MPH
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Stantec Consulting Services Inc.
801 Jones Franklin Road
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License No. F-0672
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C-890
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