20170312 Ver 1_790149_Permit_Application_20170320_20170320

Carpenter,Kristi
From: Euliss, Amy
Sent: Monday, March 20, 2017 3:24 PM
To: Wanucha, Dave; Lastinger, James C CIV USARMY CESAW (US)
([e-mail])
Cc: Ben Crawford; Fuchs, Eileen A; Swicegood, Dale L; Harmon, Beth;
Chambers, Marla J; Marella Buncick ([e-mail])
([e-mail]); Suggs, Phillip H; Carpenter,Kristi
Subject: Permit application for the replacement of Bridge no. 149 on SR 2132
in Rowan County
Attachments: 790149_Permit_Application_20170320.pdf
Attached is the permit application for the replacement of Bridge no. 149 on SR 2132 in
Rowan County. Let me know if you have any questions or need additional information.
Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation
336 747 7802 office
aeuliss(a�ncdot.qov
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 20, 2017
Mr. James Lastinger
US Army Corps of Engineers
3331 Heritage Trade Dr.
Suite 105
Wake Forest, NC 27615
JAMES H. TROGDON, III
SECRETARY
SUBJECT: Nationwide Permit #14
Bridge No. 149 on Union Church Road (SR 2132) over a UT to Church
Creek, Class C, Rowan County, NC, WBS Project No.: 17BP.9.R.62
Dear Mr. Lastinger,
We are requesting a Nationwide 14 permit for replacement of Bridge No. 149 with a
double barrel box culvert on Union Church Road (SR 2132) over a UT to Church Creek,
Class C, Rowan County. I have attached a pre-construction notification application, a
vicinity, soils, and topographical map with the project area called out, a stormwater
management plan, a'No Survey Required' form for Historic Architecture, and a'No
Historic Places or Archaeological Sites present or Affected' form for Archeological
Resources, and a mitigation acceptance letter from Division of Mitigation Services
(DMS). Also attached are the construction plans and the culvert survey report. The
project will permanently impact 124 linear feet (61'-culvert, 63'-bank stabilization) and
temporarily impact 10 linear feet (install bank stabilization) of a UT to Church Creek. Low
stream flow will be isolated into one barrel, with 1' sills, and the culvert will be buried 1'
below the stream bed to ensure aquatic passage. The high flow barrel will have 2' sills
and floodplain benches constructed at the inlet and outlet of the culvert. The low flow
barrel will be backfilled with material that is excavated from the stream or floodplain and
may be supplemented with rip rap if needed. The high flow barrel will be backfilled with
rip rap or native bed material of appropriate size to the sill elevation in order to expedite
the establishment of a natural stream bed. The culvert site will be dewatered during
construction in accordance with NCDOT's Best Management Practices. An overhead
power line will be installed approximately 15 feet upstream and perpendicular to the
inlet. No impacts to Waters of the US are proposed as a result of the utility installation.
The USFWS lists Schweinitz's sunflower (Helianthus schweinitzii) as endangered and
Northern Long-Eared bat (NLEB-Myotis septentrionalis) as threatened for Rowan
County. There is habitat in the project area for Schweinitz's Sunflower; no species of
Schweinitz's Sunflower were found during a field survey of the project area on
MailingAddress: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] SILAS CREEK PARKWAY
DNISION 9 Customer Service: 1-877-368-4968 WINSTON-SALEM, NC 27127
375 SILAS CREEK PARKWAY
WINSTON-SALEM, NC 27127 Website: www.ncdot.gov

September 25th, 2014 therefore, it was determined that there will be `no effect' on
Schweinitz's Sunflower. There is summer roosting habitat in the existing bridge for the
NLEB. Anticipated tree clearing impacts for this project are estimated to be 0.20 acres.
We determined that the project `May Affect but is Not Likely to Adversely Affect' the
NLEB. A NLEB Screening checklist is attached. Thus, for the proposed action, NCDOT
has committed to the conservation measures listed below:
1) No alterations of a known hibernaculum's entrance or interior environment if it
impairs an essential behavioral pattern, including sheltering Northern long-eared bats
(January 1 through December 31);
2) No tree removal within a 0.25 mile radius of a known hibernacula (January 1
through December 31); and
3) No cutting or destroying a known, occupied maternity roost tree, or any other
trees within a 150-foot radius from the known, occupied maternity tree during the period
from June 1 through and including July 31.
NCDOT has determined that the proposed action does not require separate consultation
on the grounds that the proposed action is consistent with the final Section 4(d) rule,
codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. Section 7
responsibilities are therefore considered fulfilled.
Bald Eagles are protected under the Migratory Bird Treaty Act and the Bald and Golden
Eagle Protection Act. A field survey of the project study area was conducted on
September 25th, 2014. No species or nests were observed. Therefore, this species will
not be impacted as a result of project construction.
By copy of this letter, we also request 401 review and approval from the NC Division of
Water Resources with one copy of the application package provided to Amy Chapman,
Transportation Permitting Unit Supervisor, and Dave Wanucha, DOT Project
Coordinator. Please charge the application fee of $240 to WBS Project No. 7BP.9.R.62.
By copy of this letter, we also request Marla Chambers, NC Wildlife Resources
Commission, to comment directly to the Corps concerning the permit request.
If you have any questions, comments or need additional information after reviewing this
material please contact Amy Euliss at [phone]. Thank you for your cooperation in
this matter.
Sincerely,
Amy Euliss
Division Environmental Officer, NCDOT Division 9
Attachments: Application package and plans
CC: Amy Chapman, NCDEQ-DWR, Transportation Permitting Unit Supervisor-e-copy
Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy
Dale Swicegood, P.E. Davidson Resident Engineer —e-copy
Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy
Marla Chambers, WRC- e-copy
Andrew Henderson, USFWS Asheville Field Office, e-copy

Beth Harmon, NCDEQ-DMS, e-copy
Eileen Fuchs, NCDOT Priority Projects Unit, e-copy

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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: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 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.
1 g. 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: Bridge to culvert replacement of Bridge No. 149 on Union Church Road.
2b. County: Rowan County
2c. Nearest municipality / town: Granite Quarry
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 17BP.9.R.62
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT Division 9
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if pat Ivey, P.E. Division Engineer
applicable):
3d. Street address: 375 Silas Creek Parkway
3e. City, state, zip: Winston - Salem, NC 27127
3f. Telephone no.: 336-747-7800
3g. Fax no.: 336-703-6693
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent � Other, specify: DEO
4b. Name: Amy Euliss
4c. Business name NCDOT Division 9
(if applicable):
4d. Street address: 375 Silas Creek Parkway
4e. City, state, zip: Winston- Salem, NC 27127
4f. Telephone no.: 336-747-7802
4g. Fax no.: 336-703-6693
4h. Email address: [e-mail]
5. AgenUConsultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude: 35.622602 Longitude: - 80.396053
1 c. Property size: 0.39 acres, 280 linear feet (within project area)
2. Surface Waters
2a. Name of nearest body of water to proposed project: UT to Church Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin
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:
The existing site is a bridge. The surrounding land is a mixture of agricultural, rural residential, and forested areas.
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: 140
3d. Explain the purpose of the proposed project:
Replacing a structurally deficient single span bridge with 2@ 11'x8' Cast-In-Place RCBC's on a 100 degree skew.
3e. Describe the overall project in detail, including the type of equipment to be used:
Traffic will be detoured off-site and erosion and sedimentation control measures will be installed. Water will be diverted
around the construction area and the old bridge will be removed. The proposed structure is a new culvert 2@ 11'x8'
Cast-In-Place RCBC's on a 100 degree skew. The channel will then be excavated and realigned for low flow shaping,
and a floodplain bench with stabilization will be established on the right bank. Water will be diverted around the work
area during construction by installed impervious dikes upstream and downstream of the existing bridge and use of a
temporary 24" pipe and/or 5 foot base channel with liner. Equipment to be used includes a track hoe, dump truck, paving
equipment, pumps, and various hand tools.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � Yes � No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Agency/Consultant Company: 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.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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) or Area of impact
Permanent (P) or (if known) DWQ (401, other) (acres)
Tem ora T
- Choose One Choose one Yes/No - 0
2g. Total wetland impacts 0
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 ofjurisdiction Average stream Impact
number (PER) or width length
Permanent (P) or intermitte (feet) (linear
Temporary (T) nt (INT)? feet)
S1 P Culvert UT to Church PER Corps 10-12 61
Creek
S1 P Bank UT to Church PER Corps 10-12 63
Stabilization Creek
S1 T Install Bank UT to Church pER Corps 10-12 10
Stabilization Creek
3h. Total stream and tributary impacts 134
3i. Comments: Of the 134 LF of stream impacts, 124 LF are associated with permanent impacts to the stream for the purpose
of stream alignment and stabilization with respect to the culvert installation. The10 LF of temporary impacts are associated
with work in the dry to install the bank stabilization.
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 individuall list all o en water im acts 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)
Tem ora T
01 Choose one Choose One Choose 0
4f. Total open water impacts
4g. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 Choose One
P2 Choose One
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer mitigation required? Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name (square feet) (square feet)
Tem ora T im act
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project will remove and replace a structurally deficient bridge and replace it with a double box culvert.
Roadway approach work is minimized as much as is practical to reduce the overall project footprint. An off-site detour will
be employed to avoid the need for a temporary parallel structure. The proposed culvert slope is 0.80°/a, matching the
existing stream bed slope of 0.80%. Native bed material shall be placed between the sills in the culvert to provide a
continuous low flow channel. Further justification is provided in the stormwater management plan. Bank stabilization will
be minimized to those areas where deemed necessary.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to
prevent sedimentation of downstream aquatic resources. Impacts will be minimized by strict enforcement of Best
Management Practices for the protection of surface waters, restrictions against the staging of equipment in or adjacent to
waters of the US and coordination (including a pre-construction meeting) with the Division Environmental Supervisor.
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?
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: N/A
Type: Choose one
3b. Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
3c. Comments: N/A
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: 61 linear feet
4c. If using stream mitigation, stream temperature: warm
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 6 of 10

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 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10

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 no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 50 %
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:
Stormwater Management Plan is attached.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWR TPU
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project?
❑ 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 Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
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.
This project is a bridge to culvert project and will not increase access to nearby properties.
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.
It is not anticipated that this project will generate any wastewater as it is a roadway project.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Correspondence with US Fish and Wildlife Service and a field survey on September 25�h, 2014 for Schweinitz's sunflower
(no species present). A NLEB (checklist attached). A nest survey for bald eagle was conducted on September 25th, 2014.
No eagles or eagle nests located.
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?
This bridge replacement project takes place in Rowan County which is not near any coastal or tidal habitat that would support
EFH (i.e. salt marshes, oyster reefs, etc.).
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?
See attached Historic Architecture and Landscapes "No Survey Required Form" and Archeological Resources "No
Historic Places or Archaeological Sites present or AfFected' form.
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:
The project is in a FEMA Detailed Study. The Project will be an MOA Type 2E. For more information please refer to the
Culvert Survey Report.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps.
3/20/2017
Amy Euliss
Applicant/AgenYs Signature
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization Date
letter from the applicant is provided.)
Page 10 of 10

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REPLACE BRIDGE NO. 149
OVER UT to CHURCH CREEK
ON SR 2132 (UNION CHURCH ROAD)
ROWAN COUNTY
JANUARY 2017
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Map Location Soll Map Figure 2
�E REPLACE BRIDGE NO. 149 .�F-�,�,R�,�� �
OVER UT to CHURCH CREEK N /y�:�w° ,,� �'��f� ,
DAVIDSON ON SR 2132 (UNION CHURCH ROAD �
ROWAN ROWAN COUNTY �,r j � ��r:�
� � � �
JAN UARY, 2017 � � �' �
E, ; �'' � �
:t���� ��
CABARRUS STANLY 1 inch = 200 feet ���'r�� aar.��e��

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ROWAN •
CABARRUS
REPLACE BRIDGE NO. 149
OVER UT to CHURCH CREEK
ON SR 2132 (UNION CHURCH ROAD) N
DAVIDSON ROWAN COUNTY
JANUARY, 2017
USGS Topography, 2013
Rockwell Quadrangle
STANLY 1 inch = 1.000 feet

Project Tracking No.:
14-11-0019
NO NATIONAL REGISTER OF HISTORIC PLACES
, oQ.��� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ,:� .����,�
� �� � �, PRESENT OR AFFECTED FORM �: �� ��
:�t �, � �
i� o¢°_`�'' This form onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not
�: �.. � Y P P J �, . `'• .r.:.,.: •`�
`'�:�,�� valid for Historic Architecture and Landscapes. You must consult separately with the �.3 ��
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No
Str# 790149
17BP.9.R.61
County:
Document:
Rowan
Minimum Criteria Sheet or PCE
F.A. No: N/A Funding.• � State ❑ Federal
Federal Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description:
This project is an intensive archaeological survey and evaluation for the replacement of Bridge No. 149
on SR 2132 (Union Church Road) over an unnamed tributary of Church Creek in Rowan County. As
defined by the NCDOT, the Area of Potential Effects (APE) for archaeology measures approximately 300
feet (91.44 m) from either end of Bridge No. 149. The corridor is approximately 1 SO feet (45. 72 m) wide,
extending 75 feet (22.86 m) on each side of SR 2132 from its present centerline.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed
the subject project and determined.•
� There are no National Register listed ARCHAEOLOGICAL SITES within the project's
area of potential effects.
❑ No subsurface archaeological investigations are required for this project.
� Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
� There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present
or affected by this project. (Attach any notes oY documents as needec�
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transpartation Projects as Qualifzed in the 2007 Programmatic Agreement.
1 of I 1

Project Tracking No.:
14-11-0019
f�K� �7►� 1►� i �1►��17�1
An archaeological survey and evaluation of the proposed replacement of Bridge No. 149 on SR 2132
(Union Church Road) over an unnamed tributary of Church Creek in Rowan County was conducted on
February 8, 2015, by Terri Russ and Laurie Griesmer of Environmental Services, Inc. (ESI). As a result
of the investigations, no archaeological sites were located within the project's APE. No further
archaeological investigations are needed for this project. I concur with this recommendation as the
proposed bridge replacement project will not impact significant archaeological resources. If the project
expands and impacts subsurface areas beyond the defined APE, further archaeological consultations will
be necessary.
SUPPORT DOCUMENTATION
See attached: � Map(s)
Other:
Signed:
❑ Previous Survey Info � Photos
C. Damon Jones
NCDOT ARCHAEOLOGIST
❑Correspondence
2/23/15
Date
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualifaed in the 2007 Programmatic Agreement.
2of11

Project Tracking No.:
14-11-0019
Brief description of review activities, results of review, and conclusions:
ESI conducted an intensive archaeological survey for the replacement of Bridge No. 149 over an
unnamed tributary of Church Creek on SR 2132 (Union Church Road) in Rowan County, North Carolina
(Figures 1 and 2). As defined by the NCDOT, the survey area (Area of Potential Effects [APE]) for
archaeology measures approximately 300 feet (91.44 m) from either end of Bridge No. 149. The corridor
is approximately 150 feet (45.72 m) wide, extending 75 feet (22.86 m) on each side of SR 2132 from its
present centerline.
A map review and site file search conducted by NCDOT on 1 December 2014 revealed that no previously
recorded archaeological sites have been identified within a mile of the APE. A search of the North
Carolina State Historic Preservation Office online database (HPOWEB GIS Service) revealed no
previously recorded historic architectural resources within the APE that have the potential to yield intact
archaeological deposits.
Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey
maps, and historic maps were examined for information on natural or cultural factors that might have
affected site location or preservation. The c. 1910 Rural Delivery Routes map and 1914 Soil Survey map
for Rowan County show no bridge or road in the project vicinity. It appears that at this time, the northern
portion of Union Church Road ended north of a tributary at what is now William Drive (Figures 3 and
4). By 1930, Union Church Road (listed as an improved gravel road) connected to Stokes Ferry Road to
the south. No structures are depicted within the APE on any of these maps.
The APE consists of a wooded and clearcut area. Bridge No. 149 and Union Church Road cross an
unnamed tributary, which drains east into Church Creek within the Yadkin-Pee Dee River Basin. Map
units (soil series) are named for the major soil or soils within the unit, but may have minor inclusions of
other soils (NRCS 2013). The soil units mapped within the APE are listed in Table 1. The narrow
floodplain within the APE is composed of Chewacla loam, a nearly level, somewhat poorly drained soil
series. The majoriry of the APE's side slopes and terraces are made up of Enon fine sandy loam (EnB
and EnC). A typical soil profile for this well drained soil series consists of up to 20 centimeters of fine
sandy loam over less than 10 centimeters of sandy clay loam. Clay subsoil is rypically encountered at
depths around 25 centimeters below surface. Most of the northeastern quadrant is mapped as well drained
Mecklenburg loam (MdB). A typical soil profile for this series consists of around 20 centimeters of loam
over clay subsoil.
Soil Name
Chewacla loam
Enon fine sandy loam
Enon fine sandy loam
Mecklenburg loam
Table 1: Project Area Soils
Code Slope
ChA 0-2%
EnB 2-8%
EnC 8-15%
MdB 2-8%
Somewhat Poorly
Well
Well
Well
Landform
Floodplains
Interfluves
Hillslopes on Ridges
Interfluves
The current archaeological investigation included pedestrian (visual) inspection and shovel testing within
the APE. Photographs of the project area are shown as Figures 5-9.
A systematic visual inspection of the APE was undertaken to search for surface artifacts, above-ground
resources, or other signs of cultural activity. Surface visibility was generally poor due to ground cover
and existing vegetation; however, surface erosion in the northeastern and southeastern quadrants of the
APE provided moderate surface visibility. A visual inspection revealed no surface artifacts or other signs
of cultural activity.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
14-11-0019
The northwestern and southwestern quadrants of the APE consist of wooded, gently sloping landforms.
Evidence of modern dumping (couches, television set, and other modern debris) was observed along an
adjacent drainage ditch in the northwestern quadrant. The northeastern and southeastern quadrants
consisted of gently sloping, overgrown clearcut areas. Evidence of former timbering activities was
observed (tire ruts and trails), and moderate surface erosion was visible.
A total of 12 shovel tests were excavated within the APE (three shovel tests within each of the four
quadrants of the APE). Shovel testing within the northwestern quadrant (Shovel Test [STs] 95, 96, and
97) revealed up to 20 centimeters of dark yellowish brown sandy loam over reddish yellow or reddish
brown clay. Soils in the shovel tests within the southwestern quadrant (STs 98, 99, 100) consisted of 20
centimeters of brown or dark olive brown sandy loam over reddish yellow or reddish brown clay. Shovel
testing within the southeastern quadrant (STs 101 and 102) revealed up to 20 centimeters of disturbed
dark olive brown or dark brown loam or clay loam and rock over dark reddish brown clay. ST 103,
excavated in the northern portion of the southeastern quadrant (near the creek) contained 30 centimeters
of dark yellowish brown sandy loam over a light yellowish brown clay. STs 104-106 were excavated in
the northeastern quadrant of the APE. Soils in this portion of the APE were eroded; shovel testing
revealed reddish yellow clay just below the leaf litter.
Shovel tests measured 30 centimeters in diameter and were excavated to sterile subsoil. All soils were
excavated by natural levels (soil strata) and screened through a 0.25-inch hardware mesh. No artifacts
were recovered from any of the shovel tests.
Based on the results of the background research and field investigations, no archaeological resources are
located within the APE for Bridge No. 149 in Rowan County. It is recommended that this project be
allowed to proceed without concern for impacts to significant cultural resources. Should the boundary of
the proposed APE be expanded or moved, additional archaeological investigations may be necessary, as
determined in consultation with the NCDOT and/or SHPO per the Programmatic Agreement.
.�i�1��'���u��
Terri Russ
Senior Archaeology Manager
Environmental Services, Inc.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
4of11

Project Tracking No.:
14-11-0019
I � �1 �1 �1 � �1►[�.Y�J_Y_-Y-�17
National Resources Conservation Service (NRCS)
2013 Rowan County Soil Survey. Natural Resources Conservation Service, United States
Department of Agriculture Web Soil Survey. Tabular Data (2014); Spatial Data (2013).
http://websoilsurvev.nres.usda.gov/ accessed January 26, 2015.
North Carolina State Highway Commission
1938 North Carolina County Road Survey of Rowan County. On file, North Carolina State
Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1699/rec/21
accessed 29 January 2015.
1953 North Carolina County Road Survey of Rowan County. On file, North Carolina State
Archives, Raleigh. http://dclib.unc.edu/cdm/compoundobject/collection/ncmaps/id/8023/rec/24
accessed 29 January 2015.
U.S. Bureau of Soils: North Carolina Department of Agriculture
1914 Soil Map, North Carolina, Rowan County Sheet. On file, North Carolina State Archives,
Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/284/rec/16 accessed 29
January 2015.
U.S. Geological Survey (USGS)
1962 Salisbury, N.C., 7.5-minute topographic map, photorevised 1987 (1:24,000).
1970 Rockwell, N.C., 7.5-minute topographic map, photorevised 1987 (1:24,000).
U.S. Post Office Department
1910 Rural Delivery Routes, Rowan County, North Carolina (c.1910). On file, North Carolina
State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/938/rec/13
accessed 29 January 2015.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Sofll

Pr•oject Tracking No.:
14-11-0019
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Quadrangles).
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
6of11

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Pr•oject Tracking No.:
14-11-0019
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Figure 2. Bridge No. 149 showing APE and Shovel Test Locations.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
7of11

Project Traching No.:
14-11-0019
Figure 3. 1910 Rural Delivery Route Map for Rowan County, Showing Approximate Project
Location.
Figure 4. 1914 Rowan County Soils Map Showing Approximate Project Location.
NO NATIONAL RF,GISTF,R ELIG[BLE OR L]STFD ARCHAEOLOGICAL SITF,S PRF.SF.NT OR AFFECTED"
form Jor Minor Traraspor�talion Projects as Qual�ed in the 2007 Programmatic Agreement.
8of11

Pr•oject Tracking No.:
14-11-0019
Figure 5. View of Northwestern Quadrant of APE, facing South.
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Figure 6. View of Bridge No. 149, facing Northeast.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
9of11

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Pr•oject Tracking No.:
14-11-001�
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Figure 7. View of Southwestern Quadrant of APE, facing South.
Figure 8. View of Southeastern Quadrant of APE, facing South.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
l0 of 11

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Pr•oject Trackzng No.:
14-11-0019
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Figure 9. View of Northeastern Quadrant of APE, facing Northeast.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
ll ofll

�%je�� Track:�zg �o. (v,r�,,,at usej
1411-U019
HISTDRIC ARCHYCTECTURE AND LANDSCAPES
NU SURVEY RE+C�UIRED FURM
This form only pertains ta Histaric Architecture and Landscapes far this prc�ject. It
is not valid for A�rcha�ealogical Resources. You must consult separately with the
Archaeolagy Group.
PROJECT INFORMATIt)N
Prvject Na: 5tx. # 790149 County. Rowan
WBSNo.: I7BP,9.Tt.61 Dvcume�nt PGE
T e:
Fed. Aid No: Fundir�g: State Federal
Federal Yes No Permit NWP 3 or 14
Permit{s : T e{s):
Prn'ectDescri iion:
Re lace Brid e Na 149 an �R 2132 (Un'ron Cross Rd} o�er [JT to Church Creek.
SIIMMARY OF HISTURIC AR.CHICT�CTURE AND LANDSCAPES REVIEW
Descrxption ofreview activities, results, and ca►�clusians:
Re�iew of HP47 quad maps, relevant �ackground reports, historic designations roster, an.d the Rpwan
CQunty GIS Tax database was undertaken �n November 24, 2014. Based on this re�iew there are no
resources over 5� years of age in the APE of this project which wauld be �ligible far National Regisfer
Listing. No survey is required.
Wh the available in ormation ravides a reliable basis or reasanabl r�edietin that there
are no unidenti�ed si�ni�cant htstoric architectur�a� vr landscape resources in the �sroiect
area:
Using HPQ GIS website and Rowan Caunty GIS Tax database provides reliable informa#ian regarding
the structures in the APE. These utilities are considered �alid for the purpases af deterrnining the
likeIihood of historic resources being present.
SUPPURT DOCUMENTATIQN
�Map�s} ❑Previaus Suzvey Info. �Phatas ❑Cvrrespandence ❑Design Plans
FINDING BY NCDQT ARCHITECTURAL HIST�RIAN
Historic Architecture and Landscapes -- N� SURVEY REQUIRED
NCD[JT Architectu+ral Histori
Date
��
Nisforrc ArcGrtecYre�•e rrird Lt+++Asrnpes N�7 SURY6Y REQIIIREDJ�or�i� for Minnr Trnrisporlalion Prajecls as Qrwlrfied [n �he 2f1U7 H•ogrermnwfrc rQg+'eeirieiit.
Page 1 of 2

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I ll�;l ik1'rly North Carolina Department of Transportation
SLUllll\�a'i]tCC
Highway Stormwater Program -�'
STORMWATER MANAGEMENT PLAN =�.�.-
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.9.R.62 TIP No.: SF-790149 Count (ies : Rowan Pa e 1 of 2
General Project Information
WBS Element: 17BP.9.R.62 TIP Number: SF-790149 Project T pe: Brid e Replacement Date: 7/8/2016
NCDOT Contact: Galen Cail, PE Contractor / Designer: SEPI Engineering and Construction, Inc.
Address: 1590 Mail Service Center Address: 1025 Wade Avenue
Raleigh, NC 27699-1590 Raleigh, NC 27605
Phone: [phone] Phone: [phone]
Email: cail ncdot. ov Email: ahowell se ien ineerin .com
CitylTown: Near Salisbury, NC County(ies): Rowan
River Basin s: Yadkin-Pee Dee CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Project Length (lin. miles or feet): 0.053 miles Surrounding Land Use: Rural / Wooded
Proposed Pro'ect Existin Site
Project Built-Upon Area (ac.) 0.3 ac. 0.3 ac.
Typical Cross Section Description: 2@ 11' Travel Lanes w/ 4' Paved Shoulders - Normal Crown 2@ 10'-9" Travel Lanes w/ Minimal Grass Shoulders - Normal Crown
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1520 Year: 2025 Existing: 650 Year: 2010
General Project Narrative: Replace Bridge #149 in Rowan County with 2-Barrel Cast-In-Place Reinforced Concrete Box Culvert (RCBC). Minimal roadway improvements required at existing/proposed
(Description of Minimization of Water crossing as described in the typical cross section descriptions above. Stream impacts due to culvet and channel improvements are approximately 125 Linear Feet.
Quality Impacts)
Waterbody Information
Surface Water Bod (1 : Church Creek Tributa 1A NCDWR Stream Index No.: 112-115.5
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (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)

I lif;,l3��';t�' North Carolina Department of Transportation �
alt]T1a14?w'�IfC'P
Highway Stormwater Program "�T'
STORMWATER MANAGEMENT PLAN '`�•,•. .:�-°
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.9.R.62 TIP No.: SF-790149 County(ies): Rowan Page 2 of 2
Bridge to Culvert Avoidance and Minimization
ropose tructure umma
Sheet No. & Station Sheet No.: 4 Station: 13+24 Number of Barrels: 2
Drainage Area ac or sq mi): Barrel Width/Diameter ft): 11
Surface Water Body: (1)Church Creek Tributary 1A Barrel Height (ft): 8
Culvert T e: RCBC Cast-In-Place w/ Sills Culvert Length (ft 55
Avoidance and Minimization Efforts: Minimal Change to existing footprint and profile / 2:1 fill slopes used / Minimal channel improvements required to tie back to existing
(Bridge to Culvert)
Stream Slope Fish and/or Aquatic Life Passa e
Existing Average Stream Slope (°/a): 0.80 % Existing Low Flow Channel Dimensions 11 FT Base - Low Flow Chanel (+/-) ; 1.5:1
Proposed Culvert Slope (%): 0.80 % in the Stream: Side Slopes ; 4 FT Depth
Culvert Burial
Proposed Culvert Burial Depth (ft : 1 FT (LT Barrel) / 2 FT (RT Barrel
Existing Streambed Material: Sand, Silt, Cobble, Some Boulders Proposed Low Flow Dimensions 11 FT Low Flow Barrel Width
Through the Culvert:
Proposed Sills/Baffles: 1 FT Sill LT Barrel (Both Sides) / 2 FT Sill RT Barrel
(Both Sides) xisting ow ow e ocities in t e < 2.0 fps (observed)
Stream (ft/s):
ropose ow ow e oci ies roug � 2.0 fps (observed)
the Culvert (fUs):
Alternating Low Flow Sills/Baffles: Sills provided as described to the left - no
baffles proposed (no meandering low flow
channel to retain)
Culvert/Stream Ali nment
Stream Patterns Upstream and Relatively straight alignment in vicinity of culvert / Some amount of riffle-pool pattern observed in profile / Banks relatively stable
Downstream of the Culvert that Could
Affect Fish Passa e and Bank Stabilit :
Bed Forms Impacted by Culvert (riffles, Culvert inlet /outlet falls relatively close to an existing pool that will be impacted by channel improvements. Culvert slope based upon floodplain
pools, glides, etc.): slope and slope b/w riffles in stream profile.
Low Flow Floodplain Bench Required? Yes Right barrel will function as floodplain barrel - not designed to carry flow during base flow scenarios but necessary for flood flow
(provide justification) scenarios to prevent rise in ws profiles upstream
Sharp Bends at Inlet/Outlet? Yes There is a fairly sharp bend in the stream upstream of the existing / proposed crossing. Culvert has been aligned with the
describe culvert ali nment with stream floodplain downstream of the crossing as the trib enters the Church Creek floodplain
Stream Realignment Necessary? (provide No Some channel work will be required to maintain low flow and floodplain barrels, but all "realignmenY' may be performed within the
justification) banks, and therefore is not considered a true "stream realignmenY'.
Bank Stabilization: Minor Channel improvements required - see Culvert Survey Report in Plan View
Outlet Velocities
Natural Stream Channel 2-yr Velocity (ft/s): 3.87 Natural Stream Channel 10-yr Velocity (ft/s): 6.89
Proposed Culvert 2-yr Outlet Velocity (ft/s): 2.36 Proposed Culvert 10-yr Outlet Velocity (ft/s): 5.68
Roadway Geometric Considerations
Evaluate/Describe Roadway Geometric Constraints:
Proposed roadway geometry generally matches existing - Bridge replacement is primary reason for project.

• �
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See Sheet 1A Fo� Index of Sheets
See Sl�et 1 B Fo� Corn�entional symbols
See Sl�et iC- 9 Fo� Survey Cont�ol Sheet
TO STOKES FERRY
� � '� � � �. ��) � � � ��) ��� � �—� � '� ��� ��) � . � � '�
II� I�� I� I C�) \ C�) I I-I I�� I-I \�V ��� 1�
R 4 WA1�l . C� U1�lTY
LOCATI011t: BRIDGE 1V0. 790149 OVER . TRIBUTARY TO CHURCH CREEK
ON SR 2132 (U111I01V CHURCH ROAD)
TYPE OF WORK GRADI11lG, DRAINAGE, PAVING £� STRUCTURE
DESIGN EXCEPTION FOR VERTICAL SAG CURVE
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
0
DESIGN DATA
ADT 2012 = 760
DHV = 11 %
V = 55 MPH
* TTST = 3 DUAL 3
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY PROIECT VBP.9.R.62 = 0.049 MI
LENGTH OF STRUCTURE PROJECT 17BP.9.R.62 = 0.004 MI
TOTAL LENGTH OF PROJECT UBP.9.R.62 = 0.053 MI
SE PI ,ozswadeA�e��e
RaleigM1, rvC 2>605
Te1�.919.]89-99]i
G 8 Fax:919-]89-9591
C 0 N 5 T R U CIT I O N L��cense: C-219]
2012 STANDARD SPEC7FlCAT/ONS
BEN CRAWFORD, PE
PROJECT ENGINEER
RIGHT OF WAY DATE:
MAY 19, 2015 ROBBIE KIRK, PE
PROJECT DESIGN ENGLNEER
LETTING DATE:
MAY 19, 2015 VIRGINIA MABRY
PR/OR/TY PROJECTS UMT
s srsa eaaecr �v�n,s na
�• 176P.9.R.62
ROWAN N0.790149
�resa emcea eseaa.aa
17BP.9.R.62 WA
176P.9.R.62 WA
DESCRIPTION:
SUBMITTAL #.
DATE: NOVEI
D-013
NAD 83 / NA 2011
TO BRINGLE FERRY RD.
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
1
�
ROW & UNTIL
CONST
UOGUMENT NOT GONSIUERED FINAL
UNLESS ALL SIGNATURES COMPLETED

�
PERMIT DRAWING
SHEET 4 OF 6
SEE DETAIL 1
� � � ��
� � � � �
� � � � �
PROJECT REFERENCE NO. SHEET NO.
17BP.9.R.62 4
OADWAY DESIGN HY�RAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT U5B POA / W ACQUISITION
PRELIMIN Y PLANS
DD NOT U36 CONSTRUCIION
S�� I 025 Wade Avenue
Raleigh, NC 27605
Te1�.919-789-9977
E N G I N E E R I N G g Fax:[phone]'I
C 0 N 5 T R ll C T I 0 N LiCense�. C-2197
NAD 83 NA 2011

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
and 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 ft ft ft
1 13+24 -L- 2 11' x 8' RBRC 0.0 0.0 0.0 0.0 0.0 0.014 61.0
13+06 TO 13+52 BANK STABILIZATION 0.0 0.0 0.0 0.0 0.0 0.015 63.0
13+05 TO 13+54 TEMPORARY INSTALLATION IMPACTS <0.01 � O.O
TOTALS*: 0.0 0.0 0.0 0.0 0.0 0.03 <0.01 124 10
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24

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Q�a 348 {bA] w 633 CF5 {SAY G50 CFi} � De6ris Potential: tow❑ Moderate� f-�igh0 � �� I.D. Plo.---SF_790149_..._ Fr+o�ectNa. 17BP.9.R.62 Prnj. Statian 13+24 -L-
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QZ�- �37 (DAj -- 847 CF5 (SAY 85(] CFS) ' tY
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QSo= 661 (DAJ = ��f}38 CF5 (SAY i,C]00 CFS] ' ------------------------------------------------------------------------------------------------------------ ....._....-----.............. ».._,_.._•-------------- --------_._-----_..._-----...----------
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Q,va- l76 (DAj 1,213 CFS {S�Y 1,2U�1 CFSj Q1�0 = 1,�92 CF5 (USED� . _. ... � , � ReeQrnmended Structure --------------------------------------------------------------------------------------------------
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+f.� $91 ([?A) - 2,46U CFS [SAY 2,50� CFSJ ` '"� --------------------------------1 aU.�SILL INT'L{DW.�FLC)W_,(LE�T��$AltREI.; 2_4__SILL,IN�_FLC)ODP'LAIf�!__�RIGHT) BAftREL
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� ' 3G' SH�Ul.17ER PT T+D SHQULD�R pi. 1{30 DEG.
GtS�- 1,072 ��7Aj - l,bfii CF5 (5AY ],7fl0 CF5} ; B. 5CCi'q'q' CORNAi��R Period af ` �; ReGvmrr�ended Wid#h Qf Roadway.--------------------------------------------------.... Skew ..__,.........,,..,___-----
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USGA SiR 2009-515$ R�iRAL REGI�N i REGRESSiDN EQUATIONS USED FDR NCDC?T MULTIPLE ' @�iver StatEon 897 " n'
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* CJT �LEVA�'104y � 914-784-4977 7/S/2[116
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Federal ageneies should use this form for the op#iona� streamlined consultation fi�amework �or the northem long-eared
bat (NLEB). This framework allows federal agencies #o rely upon the U.S. Fish and Wildiife Service's (USFWS)
January 5, 2416, intra-Service Prograrnrnatic Biological Opinion (BQ} an the final4{d) rule for the NLEB far sectian
7(a)(2} compliance by: (1) notifying the USFWS tllat an action agency wi11 use the streamlined framework; (2)
describin� the project with sufficient detail to support the required determinatian, axxd (3) enabling the USFWS to track
effects and detenmine if reinitiation of consultatian is required per 50 CFR 402.1fi.
This fartn is not necessary if an agency deternunes that a praposed aetion will have na eifect to the NLEB or if the
iJSFWS has coneurred in writing with an agency's detern�ination that a proposed action may affect, but is not likely to
adversely affect the NLEB (i.e., the standard informal eonsultation proc�ss). Actions that may cause prohibited
incidental take require separate fom�aI cansultation. Providizig this information does not address section 7(a}(2)
compliance for any other listed speeies.
Information ta Determine 4(d) Rule Cornpliance: YE5 ND
1. Does the projeci occur whoily outside of the WNS Zone'? ❑ x
2. Have you contacted the appropriate agency2 to deterinine if your proje�t is near X �
lrnawn hibernacu3a ar matemity roost trees?
3. Cauld the project disturb hibernating NLEBs in a l�own hibernaculurn? ❑ x
4. Could the project alter the entrance or interiar environment of a lrnown � x
hibernaculum?
5. Does the proj ect remove a.ny trees within 4.25 miles of a irnown hibernaculum at � x
any time of year?
6. Wouid the proje�ct cut or destroy lmvwn occupied maternity roost trees, or any
other trees within a 150-foot radius from the maternity roost tree firom June l � �
throu Jul 31.
You are eligible to use this form if you have answered yes to question #1 �yes to question #2 �no to questions 3,
4, 5 and 6. The remaindez of the form will be used by the U5FWS to track our assumptions in the BQ.
Agency and Applicant3 (Name, Ernai1, Phane No.): NCDOT Division
9, [e-mail], 336-747-7$02
Pro�ect Name: Replace Bridge on 149 on Union Ch.urch Road (SR 2132) in Rowan Coun�y
Project Locatian (include coordinates if known}: 35.622b02, -84.396053
B$sic Project Description (provide narrative belaw or attach additional information): Replace existing bridge
with a 2 barrel, conerete box culvert
1 hrip://u�vw,fws,gov/midwestlendangeredlrnamxnals/nleb/pdf/WNSZone,pdf
2 5ee http;//www.iws.govlmidwest/endangered/mammals/nleb/nhisites.htmi
3 If applicable - only needed for federal actions with applicants {e.g., for a pertnit, e#c.) who are party to the eansultation.

General Project In.forrn�tion YES NO
Does the proj ect occur u+ithin Q.25 miles af a laiovcm hibernaculurri? ❑ x
Does the project occur within 150 feet of a knnwn maternity roost tree7 ❑ x
Dass the projact include foresf conversion4? (if yes, report acreage belaw) x
Estimated total acres af forest conversion .2� acres
If �nown, estimated acres5 of forest conversion from April 1 to �ctober 31 BD
If lrnown, estimated acres af forest canversion from June 1 to July 3I 6 BD
Does the proj ect include timber harvest? (if yes, report acreage below) ❑ x
Estitnated total acres of timber �aarvest
If lrnawn, estimated acres of timber harvest from April 1 ta October 31
If lalown, estinnated acres af timber har�est from June 1 to July 31
Does the prQject include prescribed fire? {if yes, report acxeage below} ❑ x
Estimated total aeres of prescribed %re
If l�own, estirnated acres of prescribed fire from April 1 to Octoiaer 31
If known, estunated acres of prescribed fire from 7une 1 to July 31
Does the project install new wind turbines? (if yes, repart capacity in MW below) ❑ x
Estimated wind capacity (MV4�
A�Y Determination:
By signing this farm, the action agency determines that this project may affect the NLEB, but that any
resulting incidental take of the NLEB is not prohibited by the fina14(d) rule.
If the LTSFWS does not respond within 30 days fram submittal of this form, the aetion agency may presume
that its determination is informed by the best availab�e infarmation ai�d that its project responsibilities under
7(a)(�) with respect to the NLEB are fulfilled tkiraugh the USFW5 January 5, 2016, Programmatic BO. The
action agency will update this detemiination annually far multi-year activities.
The action agency understands that the USFWS presumes that all activfties are implemented as described
herein. The action agency will promptly report ari� depattures from the described activities ta the appropriate
USFWS Field Office. Th� action agency will provide the appropriate YTSFWS Field Office with the results of
any surveys canducted for the NLEB. Involved parties wi11 promptly notify the appropriate L7SFOVS Field
Office upon �nding a dead, injured, or sick NLEB.
Signature:
Date Submitted: �
4 Any activity that tempararily or pezmanently remvves suitable forested habitat, including, hut not limited to, tree removal from
develvpment, energy production and transmission, mUung agricuIture, ete. {see page �$ of the B(}).
5 If the project removes less than 10 trees and the acreage is unknown, report the acreage as less than 0.1 acre.
� If the activity includes tree clearing in June and July, also include those acreage in April to October.

En vironmen ta!
Quality
February 8, 2017
Ms. Amy Euliss
NCDOT Division 9 Environrnental Officer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Dear Ms. Euliss:
Subject: Mitigation Acceptance Letter:
ROZ' �OOP�R
cove,-nar
Division 9 Project, Replace Bridge 149 on SR 2132, Rowan County; WBS Number 17BP.9.R.62
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the suUject project. Based on the information supplied by you on February 7, 2017, the
impacts are located in CU 03040103 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as
follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040103 Non- Coastal
Cp Cold Cool Wann Riparian Zone 1 Zone 2
Riparian Marsh
Impacts (feet/acres) 0 0 61.0 0 0 0 0 0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
This impact and associated mitigation need were under projected by the NCDOT in the 2017 irnpact data. DMS
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 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 DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
Jam B. Stanfll
Credit anagement Supervisor
cc: Mr. James Lastinger, USACE Raleigh Regulatory Field Office
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR 2132 Bridge 149 — Division 9
�Nothing Compares�,.
5[ate of North Carolina Environmental Quality
217 West Jones Street I 1601 MailService Center � Raleigh, North Carolina 27699-1601
919 707 8600