HomeMy WebLinkAbout20170683 Ver 1_NW14 permit applicaiton Br 471 on SR 2416 Davidson_20170601STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
May 26, 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. 280471 on SR 2416 (Old Highway 109) over West Branch Lick Creek, Class C,
Davidson County, WBS Project No.: 17BP.9.R.62
Dear Mr. Lastinger,
We are requesting a Nationwide 14 permit for the replacement of Bridge No. 280471 with a double
barrel box culvert (2@ 11'x 7' RCBC) on SR 2416 (Old Highway 109) over West Branch Lick
Creek (Class C) in Davidson County. I have attached the pre-construction notification application,
vicinity map, soils map, topographical map, and permit drawings with the project area called out.
Other attachments include a mitigation acceptance letter from Division of Mitigation Services
(DMS), the stormwater management plan, the 'No Survey Required form for Historic Architecture',
and the No Archaeological sites are present or Affected' for Archeology.
The project will permanently impact 1261inear feet (58'-culvert, 68'-bank stabilization) and
temporarily impact 341inear feet (dewatering) of West Branch Lick 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 backflled with rip rap or native bed material of appropriate size to the sill
elevation 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.
The US Fish and Wildlife Service (USFWS) lists Schweinitz's sunflower (Helianthus schweinitzii)
as endangered and Northern Long-Eared bat (Myotis septentrionalis) as threatened for Davidson
County. Habitat is present in the project area for Schweinitz's Sunflower; however, October 22,
2014 and November 12, 2014 surveys revealed no presence of Schweinitz's sunflower.
MailingAddress: Telephone: (336) 747-7800 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (336) 703-6693 375 SILAS CREEK PARKWAY
DIVISION 9 Custamer Service: 1-877-368-4968 WINSTON-SALEM, NC 27127
375 SILAS CREEK PARKWAY
WINSTON-SALEM, NC 27127 Website: www.ncdot.gov
Consequently, it was determined that the proposed project will have `No Effect' on Schweinitz's
Sunflower. Summer roosting habitat is present at the existing bridge for the Northern Long-Eared
bat (NLEB). Anticipated tree clearing impacts for this project are estimated to be 0.27 acres. An
October 22, 2014 survey of the existing bridge revealed no presence of the NLEB. The proj ect
area falls within the range of the NLEB and there is likely tree cutting and/or percussive activities
associated with the project. Consequently, it was determined that the project `May Affect, not
likely to adversely affect' the NLEB. 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 NLEB (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.
The final determination regarding the NLEB biological conclusion will be determined by the
USFWS in consultation with the USACE in accordance with Standard Local Operating Procedures
for Endangered Species Act Compliance for the Northern Long-Eared Bat in North Carolina,
December 2016.
Bald Eagles are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act. It was detertnined on January 14, 2015 that habitat for the Bald eagle was not
present in the project study area. 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
Pernutting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the
application fee of $270 to WBS Project No. 17BP.9.R.62.
If you have any questions, comments or need additional information after reviewing this material
please contact Amy Euliss at (336) 747-7800. Thank you for your cooperation in this matter.
Sincerely,
OocuSigned qy:
Qwt� �U�,tSS
C85385105242448...
tlllly L'.U11JJ
Division Environmental Officer, NCDOT Division 9
Attachments: Application package and plans
CC: Amy Chapman, NCDEQ-DWR, Transportation Pernutting Unit Supervisor- e-copy
Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy
Mezak Tucker, P.E. Davidson Resident Engineer —e-copy
Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy
Beth Harmon, NCDEQ-DMS, e-copy
Eileen Fuchs, NCDOT Priority Projects Unit, e-copy
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
1b. 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
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ 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 No. 280471 over West Branch Lick Creek on SR 2416 (Old NC 109)
2b. County: Davidson County
2c. Nearest municipality / town:
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state WgS No. 176P.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: pivey@ncdot.gov
Page 1 of 1
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: aeuliss@ncdot.gov
5. Agent/Consultant 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 2
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: 35.69354 Longitude: -80.10166
1c. Property size: 0.81 acres (within project area)
2. Surface Waters
2a. Name of nearest body of water to proposed project: West Branch Lick 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 project area consists of a generally rural area with single family dwellings in the vicinity.
3b. List the total estimated acreage of all existing wetlands on the property: 0 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 160 +/-
3d. Explain the purpose of the proposed project:
Replacing a structurally deficient single span bridge with (2) 11' x 7' RCBC cast in place.
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 will be replaced on its existing
alignment and a new (2) 11' x 7' RCBC will be cast in place. The channel will then be excavated and realigned for low
flow shaping and a floodplain bench with stabilization will be established on each bank. Water will be pumped around
the work area during construction by installed impervious dikes upstream and downstream of the existing bridge.
Pumped water between dikes will be directed in a stilling basin. 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? Comments:
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.
N/A
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 3 of 3
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)
Temporary (T)
I - I Choose One I Choose one I Yes/No I ' I 0 I
2g. Total wetland impacts 0
2h. Comments: No wetland impacts are proposed for this project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average stream Impact
number (PER) or width length
Permanent (P) or intermitte (feet) (linear
Temporary (T) nt (INT)? feet)
S1 (P) Culvert West Branch PER Corps 58
Lick Creek
S1 (P) Bank Stabilize West Branch PER Corps 38
Lick Creek
S1 (P) Bank Stabilize west Branch PER Corps 30
Lick Creek
S2 (T) Dewater West Branch PER Corps 34
Lick Creek
3h. Total stream and tributary impacts 160
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then 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 0
4f. Total open water impacts 0
4g. Comments: There are no open waters within the project boundaries.
Page 4 of 4
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 0 0 0 0 0 0 0
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
- No 0
6h. Total buffer impacts
6i. Comments: Stream does not occur with protected buffer basin.
Page 5 of 5
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 2@ 11' x 7' RCBC.
Roadway approach work is minimized to reduce the overall project footprint. An offsite detour will be employed to avoid
the need for a temporary parallel structure. The native bed material shall be placed between 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.
Project designed with 2:1 slopes to minimize stream impacts. 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 Quantity N/A
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity N/A
Type: Choose one Quantity N/A
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: 58 linear feet
4c. If using stream mitigation, stream temperature: warm
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 6 of 6
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
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).
N/A
6h. Comments: No buffer mitigation is proposed because impacts are within the Yadkin River Basin.
Page 7 of 7
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? 26%
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 government's 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 8
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): N/A
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.
The 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 9
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.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife and NC Natural Heritage Program Data for Schweinitz's sunflower. Surveys were conducted on
10/22/14 and 11/14/14, no sunflowers were found. Surveys were conducted for Georgia Aster on 11/14/14. No
individuals were found. Bald eagle surveys were determined not to be needed on 1/14/15. NLEB surveys were
performed on 10/22/14. No NLEB were observed. Environmental commitments have been made to protect NLEB.
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?
The proposed project takes place in Davidson 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 Survey
Required" 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: N/A
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Amy Euliss oacusignea qy: 6�1�2017
��� ��S Date
ApplicantJAgenYs Printed Name cs�ss5,o5�a24as...t/Agent's Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
Page 10 of 10
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REPLACE BRIDGE NO. 280471
OVER WEST BRANCH LICK CREEK
ON SR 2416 (OLD HIGHWAY 109)
DAVIDSON COUNTY
APRIL 2017
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LENGTH OF $TRUCTURE PROJECT 77BP.9.Rb2 = 0.006 MI
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WETLANp PERMIT 6MPAGT S�11Wl41ARY
WE7L4NI] IMPACTS SURFkCE WATER IhAPAC75
Hand Exsting Existing
Pe�rmar�anl Perr�tan�nt Tamp. Aemp. EKcavation EzF�v�aQi�n F�le�hanize,�d Clearing PBrmanent � Permartanl 7emp. �amp. C1'�annel Channel , NatufBV
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No_ No. (FromiTo} Si�?efType Wetfa�rds WetRands We9lands'Wetlands Wetfands Wetlarvds inWe�Eands Weilands impacts impacfs inipacls impacis Permianenl Tartrp. Design
pac (s 8Y fac) Ys�p R) (�¢9 ts ��1Y fac,1 Cacl �fac� sq ftl l��1 (�U �! ift1 �ft 4ft�
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Bank Sfabilizatan � O.U2 742 68'
2 Yemporary �ewara_ring 0.01�� 478 34'
SHEET' 7C7TAL: 0.03 14i3 0�dt 47& i2B' 34' -
Environmental
Quality
April 18, 2017
Ms. Amy Euliss
NCDOT Division 9 Environmental Offcer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Dear Ms. Euliss:
Subject: Ivlitigation Acceptance Letter:
ROY COOPER
Governor
Division 9 Project, Replace Bridge 471 on SR 2416 (Old NC 109) over West Branch Lick
Creek, Davidson 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 subject project. Based on the information supplied by you on April 17, 2017, the
irnpacts 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 Warm Riparian Riparian Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 58.0 0 0 0 0 p
*Some of the stream and/or wetland impacts may be propased to be mitigated at a 1: l mitigation ratio. See permit
application for details.
This impact and associated mitigation need were under projected by the NCDOT in the 2017 impact data. DMS
will commit to implement suf�cient 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.aiii of the In-Lieu Fee
Instxument dated July 28, 20 ] 0. If the above referenced impact amounts au-e revised, then this rnitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from DMS.
If youu have any questions or need additional inforivation, please contact Beth Harmon at 919-707-R420.
Sincerely,
James . S anfill
Credit agement Supervisor
cc: Mr. James Lastinger, USACE — Raleigh Regulatory Field Office
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR 2416 — Bridge 471 — Division 9
�Nothing Compares�.
State of North Carolina � Environmental Quality
217 West Jones Street � 1607 Mail Service Center � Raleigh. North Carolina 27699-1b01
919 707 8600
V ii�;lltwa} North Carolina Department of Transportation
:ilta11214V�fF'!!.� �� X
, Highway Stormwater Program �';
STORMWATER MANAGEMENT PLAN —
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.9.R.62 TIP No.: SF-280471 Count ies : Davidson Pa e 1 of 2
General Project Information
WBS Element: 17BP.9.R.62 TIP Number: SF-280471 Project Type: Bridge Replacement Date: 11/20/2015
NCDOT Contact: Contractor 1 Desi ner: Vau hn & Melton Consutlin En ineers
Address: 1590 Mail Service Center Address: 1318-F Patton Avenue
Raleigh, NC 27699-1590 Asheville NC 28806
Phone: 919-707-6711 Phone: 828 253-2796
Email: caii@ncdot.gov Email: bsridnour@vaughnmelton.com
Cit /Town: Near Lexin ton.NC Count ies : Davidson
River Basin s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 320 FT Surroundin Land Use: Agricultural / Rural / Light Residential
Proposed Project Existin Site
Pro'ect Built-U on Area ac. 0.2 ac. 0.2 ac.
Typical Cross Section Description: 2- 10' Travel lanes @ 2% NC, 3' shoulders existing cross-sections vary within project limits. Average lane width 9'.
Annual Avg Daily Traffic (vehlhr/day): Design/Future: n/a Year: n/a Existing: 730 Year: 2013
General Project Narrative: This is a bridge to culvert replacement project of Bridge #471 on SR 2416 over West Branch Lick Creek in Davidson County. The project is located in a generally local rural area
(Description of Minimization of Water with single family dwellings in the vicinity. The existing one span 40'-6" timber floor on steel I-beams and timber abutment structure is to be replaced with a double barrel 11'x7'
Quality Impacts) cast-in-place RCBC with top edge bevels and 1'-0" low flow and 2'-0" floodplain sills . There should be no stormwater impacts to the project area as a result of this project. During
construction, best management practices shall be adhered to in order to minimize erosion and sedimentation to adjacent properties and the stream.
Waterbod Information
Surface Water Bod 1: West Branch Lick Creek NCDWR Stream Index No.: 12-126-1
NCDWR Surface Water Classification for Water Body Prima Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
A uatic T&E S ecies? No Comments: N/A
NRTR Stream ID: N(A Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? 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)
g����y�+, �#r,� North Carolina Department of Transportation
Sfi�CDi�11`wb�iifif'i, �
� -,� Highway Stormwater Program �'-
STORMWATER MANAGEMENT PLAN -
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.9.R.62 TIP No.: SF-280471 County(ies): Davidson Page 2 of 2
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summary
Sheet No. 8� Station Sheet No.: 4 Station: 13+11.24 Number of Culverts: 2
Drainage Area (ac or sq mi): 2.91 Sq. Miles Culvert Width/Diameter (ft): 11
5urface Water Body: 1)West Branch Lick Creek Culvert Height (ft): 7
Culvert T e: Cast-In-Place RCBC 4 Sided Culvert Length (ft 58
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 Passage
Existing Average Stream Slope (%): 0.29 °/o Existing Low Flow Channel Dimensions 11 FT Base - Low Flow Channel (+/-) ; 2:1
Proposed Culvert Slope (%): 0.29 % in the Stream: Side Stopes ; 4-5 FT Depth
Culvert Burial
Proposed Culvert Burial Depth (ft): 1 FT (LT Barrel) / 2 FT (RT Barrel)
Existing Streambed Material: Sand / Small to Medium Rocks / Small Boulders Proposed Low Flow Dimensions 11 FT Low Flow Barrel Width
Through the Culvert:
Proposed SiIIs/Baffles: 1 FT Sill (LT Barrel - Both Sides) / 2 FT SiII (RT Barrel
- Both Sides) Existing Low Flow Velocities in the
Stream (ft/s): 3.7 fps (2-yr)
Proposed Low Flow Velocities Through
the Culvert (ft/s): 3.7 fps (2-yr)
Alternating Low Flow Sills/Baffles: Sills provided as described to the left - no
baffles proposed (no meandering low flow
channel to retain)
Culvert/Stream Alignment
Stream Patterns Upstream and Relatively straight alignment in vicinity of culvert / Some amount of rifFle-pool pattern observed in profile / Banks relatively stable / no anadromous
Downstream of the Culvert that Could fish
Affect Fish Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles, The are small pools at the inlet and outlet ends of the proposed culvert that will be impacted during construction. The culvert is designed to restore
pools, glides, etc.): these forms to their existing state post-construction.
Low Flow Floodplain Bench Required? No Left 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? No Culvert well aligned with existing stream.
(describe culvert alignment with stream)
Stream Realignment Necessary? (provide Yes Minor channel improvements required - see Culvert Survey Report in Plan View
justification)
Bank Stabilization: Class II Riprap on bank slopes, 32' upstream and 30' downstream.
Outlet Velocities
Natural Stream Channel 2- r Velocity ft/s): 3.2 Natural Stream Channel 10- r Velocit ft/s : 3.4
Proposed Culvert 2- r Outlet Velocit ft/s : 3.2 Proposed Culvert 10-yr Outlet Velocit ft/s : 3.8
Roadwa Geometric Considerations
Evaluate/Describe Roadwa Geometric Constraints:
The existing and proposed roadway grades restrict the maximum height of the proposed culvert to 7' (with embedment) or 6' (without embedment).
Project No:
WBS No. :
Ferl. Aid No:
Federrrl
Pr•aject Ta•acki�r�v Na. (l�rtenrai Use)
i4-11-aoo6
HISTORIC ARCHICTECTURE Al`dD LANDSCAPES
NO SURVEY REQUIRED FOI�M
This form only pertains to Historic Architeeture and Landscapes for this project. It
is not valid for Archaealogical Resc�urces. You must consult separately with the
Archaeology Group.
Str. # 2$0471
17BP,9.R. 62
� Yes n
PRQJECT INFORMATION
County:
Document
Fi�nrling:
Davidson
PCE or MCC
Stat� I I Federal
No I Permit I�WP 3 ar NWP 14
Praieet ➢escrintion :
Replace Bridge No. 471 ower West Branch Lick Cree�C on SR 2416 (Old NC 109) in Davidson County.
Bridge No. 471 will be replaced at existing location. Area of potential effects is 75 feet either side from
appraximately 500. There will be an offsite detour but no work is anticipated an the detour route.
Temporary and permanent easements are required.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description ofreview activitie�, results, and co�iclusions.•
Review of HPO yuad maps, HPOweb GIS mapping, historic designations rostar, and index�s was
conducted on 11/17/14. Based on this review, there are no existiKtg NR, SL, LD, DE, or SS properties in
the Area of Potential Effects {APE). Built in 1961, Bridge No. 471 has not yet been evaluated for tl�e
National R�gister of Historic Places {NRHP) according to the Historic Bridge Inventory due ta
insufficient age. Davidson County GIS mapping and property records revealed no other praperties over
the age of fifty years old within the project APE, this is further confinned by aerial photography and
satellite imagery. Thus, a survey is not required for this project.
Wlry flre avrrilable inf'vrmrrtioti pravirles n reliable brrsis for rerrsonablv predicting tlirrt tlrere
nre �ro unidentifrerl sigr3ifcant liistoric arclaitectural o,r landscr�pe resources in t/te proiect
aren.
HFO quad maps, HPOweb GIS mapping, Gaogle Street View, Google maps and Davidson County
prapariy records are considered valid tools for the purposes of deter�nining the likelihood of historic
resaurces being present. A survey is not required for tl�is project.
Nisloric,9rchi�rchtre n�t�f Landscapes NDSUR�'F.YI�EUCIIHL•T)form fvrMinor Trunsportarron Yroleers ns Diiarfed in 1he 1(lD7YrogranunnricAgrtemenr.
Page 1 of 2
�UPPORT DOCUMENTATION
�Map�s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic flrchitccture and Landscapes -- NO SURVE� REQUIRED
��/ ��'/�
NCD07`Architectural Historian Date
Xisfa�vc .lrrhilec�tiari° and Lau�lrcrrp�.v NQ SL1Kh7iY RliOf 1/Ii1:IJJnrt�r fbr�lliitw' Trmuyartnliwi Prujecls us Oualifred u� !!ir 2l107 Prngranurii+lic �3,�rc errrrn7.
Page 2 of 2
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14-11-0006
NO NATIONAL REGISTER OF HISTORIC PLACES
oa�"� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ��
,� $a�, I� I '�
� � PRESENT OR AFFECTED FORM � �
fp. �,� �� . �
`� �; ���°.'�' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �;'�•.. ;. �
�-�"�' c valid for Historic Architecture and Landscapes. You must consult separately with the �4�
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No:
WBS No: 17BP.9R.62
F.A. No:
Federal Permit Required?
County: Davidson
LIBR Data Sheet (PCE) or Minimum Criteria
Document: Checklist
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NWP 3/ NWP 14
Project Description: Replace Bridge 471 on SR 2416 (Old NC 109) over West Branch Lick Creek.
Replace structure at existing location with an off-site detour. Area of Potential Effects (A.P.E.) is 23
meters (75 ft.) from centerline on each side of the road for 92 meters (300 ft.) in each direction from the
bridge. No design plans provided.
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 or documents as needec�
Brief description of review activities, results of review, and conclusions:
See attached memo
SUPPORT DOCUMENTATION
See attached: � Map(s)
Other:
Signed:
Caleb Smith
❑ Previous Survey Info
NCDOT ARCHAEOLOGIST
� Photos ❑Correspondence
3/20/2015
Date
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualifaed in the 2007 Programmatic Agreement.
1 of 16
Archaeological Survey:
Proposed Replacement of Bridge No. 471 over West Branch Lick Creek on SR
2416 (Old NC 109) in Denton, Davidson County, Nortn Carolina
By Terri Russ, Environmental Services, Inc. and
Caleb Smith, N.C. Departinent of Transportation
March 2015
Introduction
Bridge No. 471 is located on SR 2416 (Old NC 109) in eastei�l Davidson County (Figure 1). The
bridge is located in a i�arrow creek valley (Figure 2). Tl�e bridge is oriented slightly northwest to
southeast but is considered north-south for tlus description. The archaeological Area of Potential
Effects (A.P.E.) for this project includes the area within 23 meters (75 ft.) from centerline on each
side of the road for 92 meters (300 ft.) in each direction from the bridge (Figure 3).
cuv,��y
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Fibure 1: Location of Davidson County bridge 471.
The initial review of this project was conducted by N.C. Department of Transportation (NCDOT)
archaeologist Caleb Smith on 12/8/2014. The review included an examination of a topographic
�nap, the Davidson County soil survey, an aerial photograph, and listings of previously recorded
sites, previous archaeological surveys, and previous environmental reviews at the Office of State
Archaeology (OSA). Also, a visual reconnaissance of the project was condLicted by NCDOT
archaeologists Matt Wilkerson and Caleb Smith on 12/17/2014. The review recommended an
archaeological survey of the level, well-drained, undisturbed parts of the A.P.E ii� all four
guadrants.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as Quedl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
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"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as �uedl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
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Figure 3: Aerial photograph of Bridge 471 showing the A.P.E., topography, and shovel test
locations.
"NO N�4TlON.9L REGLS'TER ELIGLBI.E OR LLSTED �1RCHAEOLOGIC4L SITE,S' PRESENT OR ,4F'FECTED
./ornt jo�� �lfirtur Tran.sPor[nlion Prqject.s as �u�edi/ied an ll�e 1(J07 Progranznautic Agreeriieitt.
4 of 16
The archaeological survey was conducted by Terri Russ and Laura Griesmer of Environmental
Services, Inc. (ESI) on 2/6/2015. The following description was submitted to the NCDOT by ESI
in February 2015 and revised by NCDOT archaeologist Caleb Smith.
Background Research
Background research consisted of an examination of the listings of previously recorded sites,
previous archaeological surveys, and previous environmental reviews at the Office of State
Archaeology (OSA) in Raleigh. This review identified no previously recorded archaeological sites
within the A.P.E., although previously recorded site 31DV382 is located approximately 300 meters
(984 ft.) south of the project area. No previous archaeological surveys have been conducted within
the project A.P.E. ESI conducted a search of the North Carolina State Historic Preservation Office
online database (HPOWEB GIS Service). It revealed no previously recorded historic architectural
resources within the A.P.E.
An examination of historic maps does not show any historic features within the A.P.E., although
there are two nearby. One is the existing railroad located at the north edge of the A.P.E., and the
other is the Emmons Mine located approximately 1.2 kilometers (0.7 mile) to the west. The railroad
is named the Thomasville and Denton on the 1980 topographic map. The Emmons Mine appears on
the maps between 1890 and 1915. Basic research indicates the Emmons Mine began operation at
some point before the Civil War and was sporadically operated into the first quarter of the twentieth
century (Nitze and Hanna 1896; Stevens 1907; Pogue 1910; New England Railway Publishing
Company [NERPC] 1922). Other than the existing railroad bed, the maps show no features related
to either within the A.P.E.
An 1890 map (Johnson 1890) of the project area is not drawn at an accurate enough scale to identify
the specific locations of roads, structures, or other features. It shows a road crossing the West
Branch Lick Creek in the general vicinity of the A.P.E. (Figure 4). Two structures (labeled "J.
Metters" and "L. Beck") are shown in the vicinity of the A.P.E. The existing railroad is not
depicted on the map. A mine ("Emmons G.M." [gold mine]) is depicted southwest of the A.P.E.
A 1908 map (N.C. Geological and Economic Survey [NCGES] 1908) of the project area appears to
have been drawn at a more accurate scale (Figure 5). It shows the road crossing West Branch Lick
Creek in the vicinity of the A.P.E. The existing railroad is depicted on the map as "Central." Two
structures are shown to the south of the A.P.E. "Emmons Mine" is depicted by several mining
symbols to the north and west of the A.P.E. The main part of the mine operation is marked by a
cluster of 13 structures.
A 1910 map (Miller 1910) of the project area is drawn at a less accurate scale and is probably not
accurate enough to identify the specific locations of roads, structures, or other features (Figure 6). It
shows the road crossing West Branch Lick Creek in the vicinity of the A.P.E. One structure
(labeled "T. Metters") is shown near the south end of the A.P.E. The existing railroad is depicted
on the map as "Piedmont." The area around the A.P.E. is labeled "Emmons Sta" (Emmons Station).
"Emmons Mine" is shown a short distance to the northwest of the A.P.E.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualdfied in the 2007 Programmatic Agreement.
Sof16
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Figure 4: 1890 Map of the project area (Johnson 1890).
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as �uedl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
60f16
A 1915 map (U.S. Department of Agriculture [USDA] 1915) of the project area is drawn at ai1
accurate scale (Figure 7). It shows the road crossing West Branch Lick Creek in the vicinity of the
A.P.E. One structure is shown near the south end of the A.P.E. The existing railroad is depicted on
the inap as "Yadlcin" (probably the Carolina and Yczdkin River Railf�oad that ran from High Rock,
N.C. to High Point, N.C. [NERPC 1922]). "Emmons Mine" was located a short distance to the west
ofthe A.P.E.
I�� addition to historic maps of the area, recent and historic aeiial photographs of the vicinity were
examined for evidence of o1d roads, strucri.u-al remains, or pievious road alignments. The 2010
aerial photograph clearly shows bridge construction undei�vay (Figure 8). It appears that this
portion of Old NC 109 was closed (road barriers are visible to the north and south of the bridge)
while the bridge was rebuilt.
Archaeological Survey
The archaeological survey consisted of pedestrian survey in each quadrant. A line, or transect, of
shovel tests was placed approximately 10 meters (30 ft.) from the pavement edge qtiadrant. Shovel
tests were excavated at a 30-meter (98-ft.) interval along each transect. These tests measured at
least 30 centinieters (12 in.) in diameter aild were excavated a miniinuin of 10 centimeters (4 in.)
into sterile subsoil. All test iill was screened through 0.64 centimeter (0.25 in.) wire inesh. Each
shovel test was backfilled upon completion. Shovel tests were not excavated at locations with slope
of greater than 15 percent. Global Positioning System (GPS) readings using a sub-meter-accuracy
Trimble GeoExplorer handheld GPS receiver were taken at each shovel test. In all areas, shovel
testing was suppleinented by comprehensive exainination of exposed ground surface.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as �uedl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
70f16
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Figure 8: Aerial photograph of the project arEa in 2010.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as �uedl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
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As mentio�led above, the A.P.E. for this project includes the area within 23 meters (75 ft.) from
centerline on each side of the ioad for 92 meters (300 ft.) in each direction from the bridge. The
bridge is oriented approximately northwest-southeast, but is considered north-soutl� for tl�is review
(Figlire 9). There w�s room for approXimately 3 shovel tests (at a 30-meter [100 ft.] interval) in
each quadrant, and a total of 11 shovel tests were excavated. No artifac�ts were recovered fi-om any
of the shovel tests. Table 1 describes each shovel test, and the locations are shown on the aerial
photograph in Figure 3.
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Figui-e 9: North view of Bridge 471.
Table l: Summarv of Shovel Tests.
Shovel
Test
Soil
Southwest Quadrant
144 15-25 cm olive yellow/light olive brown silt loam over olive brown silty clay loam
145 15-25 cm olive yellow/light olive brown silt loam over olive brown silty clay loam
146 15-25 cm olive yellow/light olive brown silt loam over olive brown silty clay loam
Southeast Quadrant:
147 15-20 cm olive yellow/ light olive brown silt loam over clay loam
148 15-20 cm olive yellow/ light olive brown silt loam over clay loam
149 15-20 cm olive yellow/ light olive brown silt loam over clay loam
Northeast Quadrant:
150 20 cm olive yellow silt loam over wet olive brown silty clay
151 20 cm olive yellow silt loam over wet olive brown silty clay
152 20 cm olive yellow silt loam over wet olive brown silty clay
Northwest Quadrant:
153 15 cm olive yellow silt loam over mottled yellowish brown and olive brown wet silty
"NO N�4TLONAL REGLS'TER ELLGIBI.F, OR LLSTED �1RCHAEOLOGIC�?L SITES' PRESENT OR AFFECTED
%o�m Jm• N7ii�or Tran.sPort�r�ion Projec[a� as �uedl/ied an �l�e 1(J07 Progranznautic agreerrieizt.
9of16
clay loam
154 15 cm olive yellow silt loam over mottled yellowish brown and olive brown wet silty
clay loam
The soil units mapped within the APE are listed in Table 2. The majority of the APE is comprised
of Oakboro silt loam, frequently flooded (OkA). This moderately well drained soil is encountered
on floodplains, and typically consists of up to 15 centimeters of silt loam over silty clay loain. The
northern and southern ends of tlle APE are n�apped as Kirkey silt loam (KyB), a moderately well
drained soil series exhibiting a similar soil profile to Oakboro silt loam. The southern boundary of
the APE lies adjacent to an area mapped as co��taining Badin channery silt loam (BaB). A typical
soil profile for this well drained soil series consists of around 15 centimeters of chamleiy silt loam
over silty clay.
Table 2: Soils in the Project Area (NRCS 2013).
Soil Name Code Slope
Badin channery silt loam BaB 2-8%
Kirksey silt loam KyB 2-6%
Oakboro silt loam, frequently flooded OkA 0-2%o
Drainage
Well
Moderately Well
Moderately Well
Landform
Interfluves
Interfluves
Floodplains
The landform in the southwest quadr�nt is a level floodplain from the bridge soLith foi
approximately 90 meters (295 ft.). The vegetation consists of a mature hardwood forest (Figure
10). There is a berm of soil and modern debris (tires and household refuse) along the edge of the
road (Figure 11). Much of the A.P.E. was disturbed by refuse dunlping and road construction, and
STs 144-146 were excavated along the western boundary of the APE. Shovel tests encountered 15
to 25 centimeters of olive yellow or light olive biown silt loam over olive brown silty clay loain.
The landforn7 in the southeast quadrant is a level floodplain or ten-ace from the bridge south for
approximately 30 meters (100 ft.), then a gradual slope up froin 30-90 meters (100-295 ft.) south.
The vegetation consists of a mixed forest of pines and hardwoods (Figure 12). A large alnount of
inodenl trash was noted within the southeastern quadrant of the APE, including plastic garbage bags
of refiise, electronics, clothing, bedding, and other refuse (Figure 13). These materials do not
appear to have been associated with any structural remains, and likely represent illegal dlimping
rather than a habitation site. Given the temporary road clostire dliring bridge construction in 2010,
it is likely that the materials were dumped here during this time. STs 147-149 were eXcavated
along the easten� boundaries of the APE due to the modern disturbance. Soils in this area were
similar to the southwestern quadrant, and consisted of 15 to 20 centiineters of olive yellow or light
olive brown silt loam over clay loam.
The landforn� in the lzoi�theast quadrant is a level floodplain from the bridge noi-th for approximately
85 meters (279 ft.), then a raised rail�oad bed along the north edge of the A.P.E. (Figure 14). The
vegetation is a hardwood forest, with Linderstoiy plants indicative of a poorly-drained landform
(Figure 15). Thr�e shovel tests (STs 150-152) were excavated in the APE. Shovel testing revealed
nearly identical soils, with 20 centimeters of olive yellow silt loain over wet olive brown silty clay.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as Qi�cdl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
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Figure 10: South view of the southwest c�uadrant (NCDOT December 2014).
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"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �IRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
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2015).
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
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Figure 14: North view of the northeast quadrant (NCDOT Decembei- 2014).
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Figure l�: Sotytli vievv of the ilortheast quadrant (NCDOT December �2014).
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as Qi�cdl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
130fIC
The landfot-m in the northwest quadrant is a level floodplain from the bridge north for
approxiinately 80 meters (262 ft.), then a raised railroad bed along the north edge of the A.P.E.
(Figure ] 6). The floodplain appeared to be poorly-drained from the bridge north for 30 meters (] 00
ft.), but was a slightly highei elevation fi-on1 there north to tlie r�ilroad.
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iv
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Figure 16: North view of the northwest quadrant (NCDOT Deceinber 2014).
The vegetation is a forest of small hardwoods (Figure 17). STs 153 and 154 were excavated in the
northwestei-n portion of the APE. Soils in these shovel tests consisted of l5 centimeters of olive
yellow silt loam over mottled yellowish bi-own and olive brown wet silty clay loam.
Based on the results of the background research and field investigations, no archaeological
resources are located witl�in the APE for Bridge No. 471 in Davidso�� County. It is recominended
that this project be allowed to proceed without concei-n for impacts to signiticant culhual resouices.
Should the boundary of the proposed APE be expanded or moved, additional archaeological
investigations inay be necessary, as determined in consultation with the NC�DOT and/or SHPO per
t11e Prograinmatic Agreement.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as Qi�cdl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
l4oflC
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m �:'a``W-t�, r �:�L�.� y � :-� � .� �� �. �� -'
yy�.; �rdi�.�'��,,�' 'i.: q�1q�,y..f�$,{ii"`��„ � I�5 .,����M�S,�
�F A:.ES.' .� ,�`f � ,. •.�!"1". �)JHG"�;F��:��R'.�
Figure 17: South view of the northwest quadrant (ESI February 2015).
REFERENCES CITED
' "sA'�'.�.al
a
Johnson, L.
1890 Map of Davidson CoT.fnry, N. C. On file, North Carolina State Archives, Raleigh.
http://dc.lib.unc.edu/cdi11/singleitem/collection/ncnlaps/id/371/rec/8 accessed January 26,
2015.
Miller, Calvin
1910 Mczp of Davidson Coun.ty, Drawn by C.M. Mille� C.E., Salisbury. On file, North Carolina
State Archives, Raleigh.
http://dc.lib.unc.e�du/cdm/sin�;leitem/collection/ncmaps/id/304/rec/14 accessed January 26,
2015.
National Resources Conservation Service (NRCS)
2013 Davidson Count�� Soil Su��vey. Natural Resources Conservation Service, United States
Department of Agriculture Web Soil Survey. Tabular Data (2014); Spatial Data (2013).
http://websoilsurvey.nres.usda.� accessed January 26, 2015.
New England Railway Publishing Coinpany (NERPC)
1922 Bulliizger�'s Postal aizd Shippers Guicle foi� the United States and Canada, No. 51. New
England Railway Publishing Company, Boston, Massachusetts.
"NO NATlON�1L R6'GlSTER F.LIGIBl E OR LlSTED �iRCHAEOLOGlG4L SITE,S' PRESB,NT OR ,1F'FECTED
%o�m Jm• N7ii�or Tran.sPortn�ion Projec[a� as Qi�cdl/ied an �l�e 1(J07 Progranznautic Agreerrieizt.
IJOfIC
Nitze, Henry B. and George B. Hanna
1896 Gold Deposits of North Carolina. N.C. Geological Survey Bulletin No. 3. M.I. and J.C.
Stewart, Public Printers, Winston, North Carolina.
North Carolina Geological and Economic Survey
1908 Cid Mining District, Davidson County, North Carolina. On file, North Carolina State
Archives, Raleigh. http://dc.lib.unc.edu/cdm/sin�leitem/collection/ncmaps/id1276/rec/12
accessed January 26, 2015.
North Carolina State Highway Commission
1938 North Ca�olina County Road Survey of Davidson County. On file, North Carolina State
Archives, Raleigh. http://dc.lib.unc.edu/cdm/sin�leitem/collection/ncmaps/id/2012/rec/18
accessed 29 January 2015.
Pogue, Joseph E.
1910 Cid Mining District of Davidson County,
Survey Bulletin No. 22. Edwards and
Carolina.
North Carolina. N.0 Geological and Economic
Broughton Printing Company, Raleigh, North
Stevens, Horace J.
1907 The Copper Handbook.• A Manual of the Copper Industry of the World, Volume III.
Published by the author, Houghton, Michigan.
U.S. Bureau of Soils: North Carolina Department of Agriculture
1915 Soil Map, North Carolina, Davidson County Sheet. On file, North Carolina State Archives,
Raleigh.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualefied in the 2007 Programmatic Agreement.
16 of 16