20240723 Ver 1_B-6051 U-6143 Gaston Mecklenburg County May 24 2024_20240524

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
May 24, 2024
U.S. Army Corps of Engineers:
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
ATTN: Ms. Crystal Amschler
NCDOT Coordinator
Mr. Stephen Brumagin
NCDOT Coordinator
J.R. "JOEY" HOPKfNs
SECRETARY
N.C. Division of Water Resources
Transportation Permitting Branch
1617 Mail Service Center
Raleigh NC 27699-1617
Ms. Beth Plummer
NCDOT Coordinator
Subject: Application for Section 404 General Permit 50, Section 10 Permit, Section
401 Water Quality Certification, and Buffer Authorization for the proposed
replacement of Bridge No. 91 (B-6051) on US 29/74 (Wilkinson Boulevard)
over Catawba River (Lake Wylie) on the border of Gaston and Mecklenburg
Counties and improve the intersection (U-6143) of US 74 (Wilkinson
Boulevard) and NC 7 (Catawba Street) in Belmont, NC. Divisions 10 & 12.
TIP: B-6051 & U-6143 Debit $767 from WBS No. 48708.1.1 & 48326.1.1
Dear Ladies and Gentleman:
NCDOT proposes to replace Bridge 91 (B-6051) on US 29/74 (Wilkinson Boulevard) over Catawba River
(Lake Wylie) on the border of Gaston and Mecklenburg Counties and improve intersection (U-6143) of US
74 (Wilkinson Boulevard) and NC 7 (Catawba Street) in Belmont, NC.
Purpose and Need:
Need:
U-6143 - Currently the intersection of US 74 and NC 7 is operating at Level of Service F for A.M.
right turn movements from northbound NC 7 to eastbound US 74 and also for P.M. left turn
movements from westbound US 74 to southbound NC 7. During the evening peak hour, traffic
currently backs up onto the bridge from the intersection.
B-6051 - Gaston County Bridge No. 91 carries US 74/US 29 over the Catawba River/ Lake Wylie
between Gaston and Mecklenburg Counties. U.S. 74 is the emergency route during I-85
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RAEEiGH NC 27610
1598 MAIL SERVICE CENTER Website: www.ncdot.gov
RAEEiGH NC 27699-1598

closures. There are six lanes just east of the bridge and five lanes just west of the bridge while the
bridge only carries four lanes creating a bottleneck when I-85 is detoured to U.S. 74. The structure
is rated as functionally obsolete with a deck geometry rating of 2 out of 9.
Additionally, there is only 8' of navigational clearance between full pond elevation of Lake Wylie
and the low steel of the bridge. Based on coordination with Charlotte Fire Department, emergency
response boats require 16' of clearance above full pond elevation. Duke Energy requires 12' of
clearance above full pond elevation over the middle third of the bridge.
Purpose:
B-6051/U-6143 — The purpose of this project is to address geometric deficiencies of the bridge and
its approaches on US 74, the emergency detour needs of I-85, the navigational clearance
requirements over Lake Wylie and to improve the intersection of US 74 and NC 7 to address
deficient turning movements.
NEPA DOCUMENT STATUS
A Type III Categorical Exclusion Action Classification Form was completed on May 8, 2023 and is
included with this permit application package.
IMPACTS TO WATERS OF THE U.S.
and
AVOIDANCE, MINIMIZATION, AND MITIGATION
The following tables display the impacts to jurisdictional wetlands, streams, and surface water (Lake
Wylie). Site numbers correspond with the permit (hydraulic) drawings included in this application and
with the PJD package, dated February 2019, and with the PJD Package for the additional study areas,
included with this application. NCDOT received the PJD authorization from the USACE for the initial
study area, dated March 25, 2019 (Action ID. SAW No. 2019-00027).
Avoidance and minimization for wetlands and streams include:
1. Steepening of roadway fill slopes within jurisdictional areas.
2. Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent
practicable.
3. Stormwater design velocities entering jurisdictional features have been mitigated to be non -erosive.
4. Open shoulder sections were maximized to promote sheet flow from the roadway.
5. Diffuse flow provided at outlets that do not have a well-defined outfall.
Site specific measures are included in the following tables.
Page 2 of 8

Wetland Impacts in 03050101
Permit
NC WAM /
Site /
Hydraulic
HUC
Wetland Size
Perm. Fill in
Mechanized
Temp. Fill in
Impact Description/
Wetland
Classification
(ac)
Wetlands (ac)
Clearing (ac)
Wetlands (ac)
Avoidance and Minimization
IDl
Bottomland
Minimized impacts to mechanized clearing by utilizing steepened slopes.
2/WA
Hardwood Forest
03050101
0.10
0.016
0.007
--
Utilized reinforced slope to reduce permanent impacts.
Riparian
Bottomland
Minimized impacts to mechanized clearing by utilizing steepened slopes.
3 / WD
Hardwood Forest
03050101
0.55
0.098
0.031
--
Utilized reinforced slope to reduce permanent impacts.
Riparian
Bottomland
Minimized impacts to mechanized clearing by utilizing steepened slopes.
4/WC
Hardwood Forest
03050101
0.31
0.010
0.018
--
Utilized reinforced slope to reduce permanent impacts.
Riparian
Bottomland
Roadway fill for bridge construction. 2:1 slopes utilized to minimize impacts. Temporary trestle bridges for construction and
5 / WB
Hardwood Forest
03050101
0.29
0.071
0.029
0.084
removal of the existing bridge and temporary workpad.
Riparian
Bottomland
Roadway fill for roadway construction. 2:1 slopes utilized to minimize impacts.
6/WE
Hardwood Forest
03050101
0.10
0.003
0.006
--
Riparian
Totals2 by Impact Type:
0.198
0.091
0.084
Total2 Permanent Wetland Impacts for HUC 03050101:
0.289
Total2 Requested from DMS in Catawba 03050101:
0.578 (0.289 @ 2:1)
1 Wetland IDs correspond to B-6051 PJD labeling.
2 Rounded totals are sum of actual impacts.
Page 3 of 8

Stream Impacts in HUC 03050101
Permit Site
Stream Name/
Temporary
Temporary
Permanent
Permanent
ACOE
DWR
Impact Description/ Avoidance and
No.
JD ID
Status/Class
HUC
Impact Type
(ft)
(acres)
(ft)
(acres)
Mitigation
Mitigation
Minimization
Required
Required
UT to UT at
Fill
30
0.003
--
--
--
--
1
Belmont Abbey
Perennial/
03050101
Impact reduced to bank stabilization.
Bank
College /
WS-IV; CA
42
0.004
SB
Stabilization
Fill
--
--
70
0.023
70
--
Extension of 2 @ 8'X I RCBC (35 LF
UT at Belmont
upstream, 35 LF downstream.) Bank
2
Abbey College /
Perennial/
03050101
Bank
Stabilization for the new extension (55 LF
SC
WS-IV; CA
18
0.006
101
0.035
--
--
upstream, 46 LF downstream). Temporary
Stabilization
Bank Stabilization tie in (9 LF upstream, 9
LF downstream).
UT to UT at
Fill
7
< 0.001
109
0.009
109
--
Belmont Abbey
Perennial/
Roadway fill for roadway construction. 2:1
3
College /
WS-IV; CA
03050101
Bank
slopes utilized to minimize impacts.
SD
Stabilization
Fill
17
0.002
261
0.024
261
--
Fill in stream due to widening the road. Bank
stabilization for where the new channel for
UT to Catawba
Intermittent/
the 72" bore and jack ties to the existing
7
River /
WS-IV, B; CA
03050101
Bankbeyond
--
--
--
--
--
--
the
curisdictional point
SA
Stabilization
demarcation of the
J p
stream, therefore there are no associated bank
stabilization impact values listed.
Total Stream Impacts for HUC 03050101
72
0.011
583
0.095
440
--
Total Requested from DMS for HUC 03050101:
880 (440 @ 2:1)
--
Buffer Impacts in HUC 03050101
Permit Site No.
Stream Name/ JD ID
HUC
Permanent or Temporary
Buffer Mitigation Required?
Zone 1 Impact (sqft)
Zone 2 Impact (sqft)
Impact Description
5
Catawba River /Lake Wylie
03050101
Permanent
No
1 735
1 963
Roadway fill for the multi -use path
Catawba River / Lake Wylie
adjacent to Catawba River / Lake Wylie
Catawba River / Lake Wylie
Roadway fill for the bridge construction
5
Catawba River / Lake Wylie
03050101
Permanent
Yes
13,773
4,304
directly adjacent to Catawba River / Lake
Wylie
5
Catawba River / Lake Wylie
Catawba River / Lake Wylie
03050101
Permanent
No
3,826
--
Bridge over Catawba River / Lake Wylie
6
Catawba River / Lake Wylie
03050101
Permanent
Yes
5,962
398
Roadway fill directly adjacent to Catawba
Catawba River / Lake Wylie
River / Lake Wylie
Total Buffer
Impacts for HUC 03050101
25,296
6,665
'Total Buffer Impacts Requiring Mitigation for HUC 03050101
19,661
4,702
Total Requested from DMS for HUC 03050101:
39,322 (19,661 @ 2:1)
7,053 (4,702 @ 1.5:1)
'Reduced due to wetlands in buffer at Permit Site 6.
Page 4 of 8

Surface Water Impacts in HUC 03050101
Permit Site No.
Stream Name/ JD ID
HUC
Permanent or Temporary
Mitigation Required?
Impact (Acres)
Impact Description
5
Catawba River / Lake Wylie
03050101
Temporary
No
0.016
Temporary workpad
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Permanent
No
0.075
Bridge
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Temporary
No
0.056
Bridge
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Temporary
No
5.293
Temporary trestle
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Permanent
No
0.003
42" RCP
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Temporary
No
0.007
42" RCP
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Permanent
No
0.434
Roadway fill
Catawba River / Lake Wylie
5
Catawba River / Lake Wylie
03050101
Temporary
No
0.314
Temporary workpad
Catawba River / Lake Wylie
6
Catawba River / Lake Wylie
03050101
Permanent
No
0.009
Bank stabilization
Catawba River / Lake Wylie
6
Catawba River / Lake Wylie
03050101
Temporary
No
0.006
Bank stabilization
Catawba River / Lake Wylie
6
Catawba River / Lake Wylie
03050101
Permanent
No
0.002
Roadway fill
Catawba River / Lake Wylie
6
Catawba River / Lake Wylie
03050101
Temporary
No
0.012
Roadway fill
Catawba River / Lake Wylie
Total Surface Water Impacts for HUC 03050101
6.227
Page 5 of 8

MITIGATION SOURCES/SUMMARY
Mitigation for the unavoidable impacts for this project will be provided by the NC Division of Mitigation
Services (DMS). Included in this application package is the DMS Mitigation Acceptance Letter. Below is
a summary of the mitigation sources for the project. Note that only the amounts noted in the above tables
will be debited.
Wetlands
HUC
Site Name
Mitigation Source
Amount Secured (ac)
03050101
n/a
DMS
0.578
Streams
HUC
Site Name
Mitigation Source
Amount Secured (If)
03050101
n/a
DMS
880
Buffers
HUC
Site Name
Mitigation Source
Amount Secured s ft
03050101
n/a
DMS
Zone 1: 39,322
Zone 2: 7,053
FEDERALLY PROTECTED SPECIES
The United States Fish and Wildlife Service (USFWS) lists the following federally protected species under
the Endangered Species Act (ESA) as potentially occurring within the study area.
Common Name
Habitat Present
Biological Conclusion
Last Survey
tricolored bat*
Yes
MA-NLAA
Not Required
bog turtle
Yes
Not Required
Not Required
dwarf -flowered
heartleaf
Yes
No Effect
3/20/2024
Michaux's sumac
Yes
No Effect
9/25/2023
Schweinitz's sunflower
Yes
No Effect
9/25/2023
smooth coneflower
Yes
No Effect
9/25/2023
IPaC - Information for Planning and Consultation -checked 5/17/2024
MA-NLAA — May Affect -Not Likely to Adversely Affect
*Proposed Endangered
Page 6 of 8

On September 14, 2022, the USFWS announced a proposal to list the tricolored bat (Perimyotis subflavus
- PESU) as endangered under the Endangered Species Act. A request for informal concurrence/consultation
was submitted to the USFWS on February 29, 2024. NCDOT is currently coordinating with the USFWS
to assist in their issuance of the informal concurrence/consultation. Construction activities for this project
will not take place until NCDOT (in coordination with our lead federal agency) satisfies Endangered
Species Act compliance for PESU.
CULTURAL RESOURCES
In order to comply with Section 106 of the National Historic Preservation Act (1966, as amended), FHWA
and NCDOT must evaluate the project's impact upon any extant architectural and archaeological resources
and determine if additional measures will be necessary to mitigate any adverse effects of the project upon
any significant properties and sites.
There are no archaeological resources of concern within the study area.
As indicated in the attached Historic Properties and Landscapes Reports the project will impact two historic
resources (Section 106) and two parks which are summarized below.
• Gaston College - The western portion of the Gaston College parcel is eligible for the National Register
of Historic Places. The impact is limited to the need to include an additional guy wire on a power pole
within an existing utility easement. The Historic Preservation Office has determined that there is "No
Adverse Effect". Because there is no new right of way needed, there is no 4(f) impact.
• Bridge No. 91 — The bridge is eligible for the National Register of Historic Places. Because of the
navigational aspect of purpose and need, there is no option for avoidance or preservation in place of the
existing bridge, therefore, there is an adverse effect. A Section 106 Memorandum of Agreement (MOA)
detailing the conditions associated with the Adverse Effect has been completed. A Programmatic 4(f)
Bridge Form addressing the adverse effect has also been completed.
• Kevin Loftin Riverfront Park - There are minor impacts to the park, partially resulting from the City's
request for multi -use paths (MUP) along the road. A portion of the park will also be used for drainage
treatment. These impacts were presented during public involvement meetings and there was no opposition
to the work. The City of Belmont Parks and Recreation Department concurs that the work will not adversely
affect the activities, features or attributes of the park. Federal Highways Administration has made a finding
of de minimis impact by the signing of the CE.
• ISWA Nature Preserve — There are minor impacts on ISWA Nature Preserve resulting primarily from
shifting the entrance and driveway to allow for a turn lane requested by the park staff. The addition of a
MUP connecting ISWA Nature Preserve to Gaston County would also result in a minor impact on the park.
There are also minor drainage impacts where drainage features are tied back into the drainage ditch in the
park. These were presented as part of public involvement and there was no opposition to the work.
Mecklenburg County has stated in writing that there are no adverse effects to the activities, features or
attributes of the park. Federal Highways Administration has made a finding of de minimis impact by the
signing of the CE.
REGULATORY APPROVALS
Please find enclosed Pre -Construction Notification form, Mitigation Acceptance Letter, Stormwater
Management Plan (SMP), Permit Drawings and Buffer Drawings, Section 7 request letter, Archaeology
Page 7 of 8

and Historic Architecture & Properties forms, tribal coordination letters, revised preliminary jurisdictional
determination request, and Categorical Exclusion.
Application is hereby made for the following regulatory approvals for the above -described activities:
Section 404: USACE Regional General Permit 50.
Section 10: USACE Section 10 Permit.
Section 401 and Buffer Certification: Water Quality Certification and Buffer Authorization from the N.C.
Division of Water Resources. In compliance with Section 143 215.31)(e) of the NCAC, we will provide
$767.00 to act as payment for processing the Section 401 permit application previously noted in this
application (see Subject line).
FERC Convey
A Federal Energy Regulatory Commission Conveyance will be required prior to project construction
commencement. This approval will be obtained after the Section 404 Permit, 401 Individual Water Quality
Certification, and Catawba Riparian Buffer Authorization are obtained.
A significant component of the FERC Permitting process with Duke Energy will be to comply with their
extensive requirements for ensuring waterway safety by way of a 'Boater Safety Plan," which will include
outreach to designated agencies and organizations. As such, the draft Boater Safety plan as provided in
this application package is subject to change during the FERC permitting process, which cannot formally
occur until issuance of the 404 and 401 permits. NCDOT will forward a copy of the Boater Safety Plan to
satisfy the USACE River Users Safety component once the FERC Permit is acquired.
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Bill Barrett at [e-mail]. A copy of this application and distribution list will also
be posted on the NCDOT website at: http://connect.ncdot.gov/resources/Environmental/Pag_es.
Sincerely,
o� Michael Turchy
ECAP Group Leader- NCDOT
cc: NCDOT Permit Application Standard Distribution List
Page 8 of 8

Mitigation

RDY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC RECKTENWALD
Director
Mr. Jamie Lancaster, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
Mail Service Center 1598
Raleigh, North Carolina 27699-1598
Dear Mr. Lancaster:
NORTH CAROLINA
Environmental Quatity
February 14, 2024
Subject: Mitigation Acceptance Letter: TIP B-6051 / U-6143, Replace Bridge 350091 over the
Catawba River on US 29 / US 74, Mecklenburg and Gaston Counties
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the mitigation for the subject project. Based on the information supplied by you on September 29, 2023 and
February 13, 2024, the impacts are located in CU 03050101 of the Catawba River basin as follows:
Stream
and
Wetlands
River
Basin
CU
Location
Eco-
Region
g
Stream
Wetlands
Cold
Cool
Warm
Riparian
von-
Coastal
Riparian
Marsh
Impacts
Catawba
03050101
SP
0
0
440.000
0.289
0
0
*Some of the impacts may be proposed to be mitigated at various ratios. See permit application for details.
DMS will provide the amount of stream and wetland mitigation included in the environmental permits.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility
for TIP B-6051 / U-6143. Subsequently, DMS will conduct a review of current NCDOT ILF Program
mitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer
mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of
buffer mitigation credits from NCDOT ILF Program.
North Carolina Department of Environmental Quality I Division of Mitigation Services
,:��QEQ 217 West Jones Street 1 1652 Mail Service Center I Raleigh. North Carolina 27699-1652
uottis+c:agcuua
4h"ki l-L" 2 919,707,8976

Mr. Lancaster
February 14, 2024
Page Two
NCDOT TIP B-6051 / U-6143
Buffer
River Basin
CU
Eco-
Region g
Buffer Impacts
Zone 1
Zone 2
TOTAL
Impacts
Catawba
03050101
SP
19,661.000
4,702.000
24,363.000
DMS commits to implementing sufficient mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies in accordance with 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 NCDEQ-DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
�al�i-ly"'Ov
Elizabeth A. Harmon
DMS NCDOT ILF Coordinator
cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
Mr. Brad Chilton, NCDOT
File: B-6051 / U-6143
North Carolina Department of Environmental Quality I Division of Mitigation Services
E Q 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
NORI-H CARCiINA
919.707.8976

Permit
Drawings

Highway
tormwater�
„�,.,...,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN`�w'=
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 67020.1.1
TIP/Prof No: B-6051 / U-6143 County(ies): Gaston Mecklenburg Page 1 of 2
General Project Information
WBS Element:
67020.1.1 ITIP Number: I B-6051 / U-6143 Project Type: Bridge Replacement I Date: 5/20/2024
NCDOT Contact:
Marc Shown
Contractor) Designer:
Matthew Cook
Address:
1000 Birch Ridge Drive
Address:
8601 Six Forks Road
Raleigh, NC 27610
Forum 1, Suite 700
Raleigh, NC 27615
Phone:
919-707-6751
Phone:
919-878-9560
Email:
mshown ncdot. ov
Email:
mcook rkk.com
City/Town:
Belmont
County(ies):
Gaston
Mecklenburg
RiverBasin(s):
Catawba
CAMACounty?
No
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.970 linear miles I Surrounding Land Use: lWoods, Recreation, Commercial, Residential
Proposed Project
Project Built -Upon Area (ac.)
15.3 lac.
8.3 lac.
Typical Cross Section Description:
A typical cross-section of 126.5' will be used, which will include six 12-foot travel lanes,
The existing typical cross-section is 85-feet wide with 6 11-foot travel lanes and varying
sidewalks, median, shoulder berm gutter sections, open shoulder sections, and guardrail.
shoulders.
Annual Avg Daily Traffic (veh/hrlday):
I Design/Future: 1 31,000 1 Year: 12045
1 Existing:1 24,000 1 Year: 2018
General Project Narrative:
B-6051 is a roadway widening project on US29/US74 from the existing 6 lanes to the proposed 6 lanes with median and sidewalks in Gaston and Mecklenburg counties. The
(Description of Minimization of Water
expansion is 0.970 miles long begins on US29/US74 in Belmont to US29/US74 past SR 1600 (Moores Chapel Loop Road). Wetlands and perennial streams are found within the
Quality Impacts)
limits of the project area. The jurisdictional streams within the study area have no impairments and do not provide habitat for any threatened or endangered aquatic species.
Design Mitigations for wetlands and streams include:
1. Steepening of roadway fill slopes within jurisdictional areas.
2. Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent practicable.
3. Stormwater design velocities entering jurisdictional features have been mitigated to be non -erosive.
4. Open shoulder sections were maximized to promote sheet flow from the roadway.
5. Diffuse flow provided at outlets that do not have a well defined outfall.

t litl��'a) North Carolina Department of Transportation
StOrlmVF t - r
_ Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 67020.1.1 TIP/Prof No.: B-6051 / U-6143 County(ies): Gaston Mecklenburg Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body 1 : Catawba River
NCDWR Stream Index No.:
11- 22
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV S-IV)
Class B
Supplemental Classification:
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Catawba River
Buffer Rules in Effect: Catawba
Project Includes Bridge Spanning Water Body?
iYes
IDeck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I
Surface Water Body (2): 1 Abbey Creek
NCDWR Stream Index No.:
11-123-(2)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
SC
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
IDeck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer? I 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
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

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1471 .23 s i
LOCA TION. BRIDGE No.91 OVER CATAWBA RIVER
91 y3fi' ON US 29 /US 74 AND INTERSECTION
'
Bridge No. 91 �1,2
4 IMPROVEMENTS ON US 29 /US 74
2717 A 8 (WILKINSON BLVD) AND NC 7 (CA TAWBA ST)
VICINITY MAP
•
(NOT TO SCALE) TYPE OF WORK: GRADING, DRAINAGE, PAVING,
See Sheet 1 A For Index Sheets STRUCTURES CULVERT AND RESURFACING
See Sheet 18 For Plan Sheet Symbols , �
he
1
V
MIT DRAWING
or PSHEET
WETLAND 3URFA R IMPACTS PERMIT OF
W
SITE l
-YI- ta.l + -DR4- POT Sta. lO+OODO= SITE 6 TR T/ N Z
O
-L- to. + -Y3- POT Sta.10+00.00= +-DRI-
-
POT Sto.lO+ooDo- -L- to. + L GL
-Yl- 10.1 + END BRIDGE POT S1a. lO+OODO=
END-CONSTRUION -L- POT Sto.+/- 52-r/5
7/,
C S1o.60+0597
POC aC
IN P T / CONSTRUCTION BEGIN BRIDGE-L- LT POC Sto.24+15D0 -L- POT Sto.+/- 40-r70 BEGIN PAINT STRIPING
4 SITE S:-L- LT v to. +
_� 5 rs 6
N NTR TlN
93�4
I 1 a ; ; way a +
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__ JECT
D aNL-
-LTPOCSSta.75+TRPING DODO
6E�MONT
BEGIN CONSTRUCTION
-L- RT POC Sfo.24+4000 1> $ 29
14
BEGIN GRADE
.,,
-L- POC Sfo. 24+90.00 i� - c�
SITE 7 -�--
�'`=_-._.-.._.__.:�,� cHPR/'
-Yl- POT Sfa.IO+OODO= -AAt - AtTR oTl N END GRADE -- ___ ==`=1.�
-L- to. +4 -L- POT Sfo.69+00.00
N N TR N
-Y2- POT Sta.lO+OODO= ;F=�` - - a. +Tl
END CONSTRUCTION
-L- POC Sto. + lJl 1 %IN N TR TIN -L- RT POT Sfa.69+50D0
-DR5- POT Sta.lO+OODO= Mull- 11ul a. + bujlv
N TR TIN N N TR Tl N -DR3- POT Sla.10+.40
-Y - fall+
W- - fo. ll+ - _ O. + + .4
t9 SITE 2,3 & 4
PROPOSED CULVERT EXTENSION
O
-Y2- Sta. +/- 12+58
Tl N
NOTES: O. t
1. THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF BELMONT. *TRAFFIC SIGNAL
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
RKPK
HYDRAULICS
ENGINEER
50 0 50 too
ADT 2024 = 25,476
ADT 2044 = 30,690
LENGTH ROADWAY TIP PROJECT B-6051 /U-6143 = 0.746 mi
LENGTH STRUCTURE TIP PROJECT B-6051 /U-6143 = 0.217 mi
-R
o Maaagrsip eYei$C1j
op NOR y
PLANS
DHV = 11%
= x
50 0 50 100
DIR = 80%
TOTAL LENGTH TIP PROJECT B-6051 /U-6143 = 0.963 mi
R ^>a=N rx ^°P>° a °°
20I8 STANDARD SPECIFICATIONS
PE
SIGNATURE:
® s
m
's
PROFILE (HORIZONTAL)
T = 6%*
V = 50 MPH
Scott D. Blevins, P.E.
RIGHT OF WAY DATE: PROJECT ENGINEER
ROADWAY
DESIGN
e
`� e
O
10 00 10 20
(* TTST = 2 % / DUAL 4%)
MAY 23, 2023 Carter Mull, P.E.
LETTING DATE: PROJECT DESIGN ENGINEER
ENGINEER
y' aP TWAas!®g
V
PROFILE (VERTICAL)
FUNC CLASS = MAJOR
ARTERIAL
OCTOBER 17,2023 David Stutts,P.E.
NCDOT CONTACT ok
P.E.
SIGNATURE,

C
a
0
m
a
ti
In
m
1P
m
a
a
E
DETAIL A
BERM 'V' DITCH
(Not to Scale)
Natural
Groun RDWY
2• \
I D �' ♦ d
Geotextile j
Min. D=1 Ft. Tuck Geotextile a
Minimum of lft
b=5 Ft. p
Type of Liner= Class B Rip Rap , Keyed- n
—L— STA. 36+35 TO STA. 38+00 LT
37 TON RIP RAP, 82 SY GEOTEXTILE
DETAIL B
CHANNEL CHANGE
( Not to Scale)
Proposed Natural
Fill Slope Ground — —
_Natural —
Ground . 2.7KD'1' 7t. -------
Extend Riprap toTuck Geotextile a
Top of Bank Minimum of lft (TYP) Exist. Channel
Place Geotextile Under Riprap
Geotextile in Locations Directed by Engineer Min. D=2 Ft.
B=4 Ft.
Type of Liner= Class B Rip Rap, Keyed —In b=10 Ft.
DETAIL E
LATERAL BASE DITCH
( Not to Scale)
�1Natural Fill
Ground �;\ pit, Slope
D
Tuck Geotextile
Geotextile J B a Minimum of lft
(TYP)Detail Applies When B is < 6.0'
for Class I and II Rip -Rap; 6=4 Ft.
And All Widths for Class B Rip -Rap
b=5 Ft.
Type of Liner=Class B Rip -Rap, Keyed -In
—Y2— STA. 12 + 88 TO STA. 13 + 83 RT
100 TON RIP RAP, 218 SY GEOTEXTILE
171PTAIII P
LATERAL 'V' DITCH
( Not to Scale)
Natural Fill
Ground 3•I D ,6.1 1'ift. Slope
Min. D=1 Ft.
b=5 Ft.
—L— STA. 3 8 + 5 0 TO STA. 39+15 RT (Min. D=2', d=2') —L— STA. 27+10 LT TO STA. 2 9 + 8 3 LT
42 TON RIP RAP, 93 SY GEOTEXTILE —Yl— STA. 11+05* LT TO STA. 11+25 LT
—L— STA. 59+00* TO STA. 68+37 LT (Min. D=1', d=1') —Y1— STA. 13+25 LT TO STA. 14+00 LT
410 TON RIP RAP, 910 SY GEOTEXTILE *DITCH CONTINUES FOR 37.2' BEYOND —Yl— 11 +05,
*DITCH CONTINUES FOR 30' BEYOND —L— 59+00, CURVES TO TIE AT —L— 29+83.
TIES W/EXIST. CHAN. OAL=967' (APPROX.)
DETAIL J
SPECIAL BASE DITCH
( Not to Scale)
Front
Natural
Ground 3'1 Slope
D Ditch
d • ?'I
4� Tuck Geotextile a
Geotextile B Minimum of lft (TYP)
Min. D=1 Ft.
d =1 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In B=2 Ft.
-MU P- STA. 11 + 00 TO STA. 11 + 85 LT
28 TON RIP RAP, 63 SY GEOTEXTILE
DETAIL O
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground Ground
d • ? I D Tuck Geotextile
a Minimum of lft
Geotextile B (TYP)
Detail Applies When B is < 6.0' Min. D=2.5 Ft.
for Class I and II Rip -Rap; d=2.5 Ft.
And All Widths for Class B Rip -Rap B=4 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In
-L- STA. 29+78 LT, L=75', S=2.33%
BEG. ELEV=587.75', END ELEV=586.00'
57 TON RIP RAP, 127 SY GEOTEXTILE
DETAIL S
TOE PROTECTION
( Not to Scale)
\plot
Natural \ o< S\oee
Ground b
�d
d=1 Ft.
b=1 Ft. Geotextile
Type of Liner= Class B Rip -Rap
—L— STA. 65 + 50 TO STA. 68 + 00 RT
103 TON RIP RAP, 229 SY GEOTEXTILE
—Y2— STA. 11 + 10 TO STA. 12 + 61 RT
62 TON RIP RAP, 138 SY GEOTEXTILE
—Y2— STA. 13 + 00 TO STA. 16 + 50 RT
144 TON RIP RAP, 321 SY GEOTEXTILE
DETAIL K
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural Fill
'� Slope
Ground r1-'
4� Tuck Geotextile a
Geotextile B Minimum of lft (TYP)
Min. D=1 Ft.
d=1 Ft.
Type of Liner= Class I Rip -Rap, Keyed -In B=2 Ft.
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
b
Natural Fill
Ground d 3'\ 1'iFt. Slope
Tuck Geotextile
Geotextile B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0' Min. D = 1 Ft.
for Class I and II Rip -Rap; d=1 Ft.
And All Widths for Class B Rip -Rap
B=2 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In b=5 Ft.
-MU P- STA. 11 + 85 TO STA. 12 + 18 LT
9 TON RIP RAP, 20 SY GEOTEXTILE
DETAIL G
LATERAL 'V' DITCH
( Not to Scale)
b
Natural Fill
Ground D ')., 1'iFt. Slope
d
♦* Tuck Geotextile
Geotextile a Minimum of lft
(TYP)
Min. D=1 Ft.
d =1 Ft.
Type of Liner= Cl B Rip -Rap, Keyed -In b=5 Ft.
-Y2- STA. 15 + 00* TO STA. 16 + 00 LT
*DITCH CONTINUES FOR 25' BEYOND -Y2- 15+00,
CURVES TO TIE W/NG. OAL=125' (APPROX.)
42 TON RIP RAP, 90 SY GEOTEXTILE
DETAIL P
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground ,\ Ground
d • 3I D 3 V— Tuck Geotextile
a Minimum of lft
Geotextile B (TYP)
Detail Applies When B is < 6.0' Min. D = 1 Ft.
for Class I and II Rip -Rap; d=1 Ft.
And All Widths for Class B Rip -Rap B=4 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In
-L- STA. 70+00 LT, L=50', S=6.7%,
BEG. ELEV=630.0', END ELEV=626.7'
26 TON RIP RAP, 57 SY GEOTEXTILE
DETAIL T
BANK STABILIZATION ON BANKS ONLY
( Not to Scale)
Tuck Geotextile* �iNc B9Na —4�G ♦ d
a Minimum of lft
(1YR) '� Press Riprap into
Channel Bottom
CHANNEL BED Until Refusal (Typ)
(Variable)
Length= Varies *Place Geotextile Under Riprap
d= Varies in Locations Directed by Engineer
Est.= Class B Rip -Rap, Keyed -In
—L— STA. 38+20 TO STA. 38+50 RT
7 TON RIP RAP. 15 SY GEOTEXTILE
DETAIL D P W SHEET NO.
LATERAL BASE DITCH HYDRAULICS
( Not to Scale) ENGINEER
b
Natural Fill
Ground 3•I D ,j.1 p',Ft. Slope
d Tuck Geotextile
Geotextile B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0' Min. D = 1 Ft.
for Class I and II Rip -Rap; d=1 Ft.
And All Widths for Class B Rip -Rap B=4 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In b=5 Ft.
34 TON R+RAP, GEOT XTI ET P 5 SY PERMIT DRAWING
SHEET 2 OF 20
DETAIL H
PIPE OUTLET BANK STABILIZATION
( Not to Scale)
IdptuaLnal---`E\sT mound tro a d;� a e9Nk ,� Tuck Geotextile
a Minimum of lft
(TYp)
Press Riprap info Place Geotextile Under
Channel Bottom BED CHANNEL Riprap in Locations
Until Refusal (Typ) (Variable) Directed by Engineer
'Rip -Rap to be Installed to 2ff Outside Top
Length=40 Ft. of Ditch slopes on lurisdiciionalSireams
Type of Liner= Class I Rip -Rap, Keyed -In
D ETAI L L
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Natural
Ground D
d . �� Tuck Geoteztile a
Minimum of lft (TYP)
Geotextile
Min. D=1 Ft.
Type of Liner= CIA Rip -Rap, Keyed -In d=1 Ft.
—D R3— STA. 10 + 61 TO 11 + 00 LT
8 TON RIP RAP, 19 SY GEOTEXTILE
—DR3— STA. 10+58 TO 11+00 RT
9 TON RIP RAP, 21 SY GEOTEXTILE
DETAIL Q
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground \ Ground
:1 D �'.
Min. D=1.5 Ft.
—Yl— STA. 13+50 RT, L=93', S=4.32%
BEG. ELEV=599.25', END ELEV=595.25'
—DRII— STA. 10+25 LT, L=69', S=3.63%
BEG. ELEV=593.50', END ELEV=591.00'
—Y2— STA. 12+60 LT; 3 TON RIP RAP, 7 SY GEOTEXTILE
—Y2— STA. 12+95 LT; 15 TON RIP RAP, 33 SY GEOTEXTILE
—Y2— STA. 12+85 PT; 7 TON RIP RAP, 16 SY GEOTEXTILE
DETAIL U
PIPE OUTLET BANK STABILIZATION
( Not to Scale)
-L- STA. 29+83 RT (d=5')
85 TON RIP RAP, 130 SY GEOTEXTILE
—L— STA. 58+87 LT (d=3.5')
57 TON RIP RAP, 104 SY GEOTEXTILE
DETAIL M
SPECIAL 'V' DITCH
( Not to Scale)
Front
Ditch
Natural rj.'1 Slope
Ground 2:I D
D=1.0 Ft.
—D R10— STA. 10 + 40 TO STA. 10 + 75 LT
DETAIL R
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground �D'5��
Ground
Tuck Geotextile
da Minimum of lft
(1YP)
Geotexe
Min. D=1.5 Ft.
Type of Liner= Cl B Rip -Rap, Keyed -In d=1.0 Ft.
—DRII— STA. 11+33 LT, L=31', S=6.41%
BEG. ELEV=588.12', END ELEV=586.12'
10 TON RIP RAP, 22 SY GEOTEXTILE
—DRII— STA. 11 +24 RT, L=35', S=9.20%
BEG. ELEV=590.23', END ELEV=586.97'
11 TON RIP RAP, 25 SY GEOTEXTILE
Nnurr — NNaptural
Ground ��sr ePc`j----mound
d:qNK — e'�ssaG ♦` Tuck Geotextile
a Minimum of lft
(Typ)
Press Riprap into Place Geotextile Under
Channel Bottom CHANNEL BED Riprap in Locations
Until Refusal (Typ) Directed by Engineer
(Variable)
Length=25 Ft. *Rip -Rap to be Installed to 2tt Outside Top
d=3 Ft.* of Ditch Slopes on Jurisdictional Streams
Type of Liner= Class II Rip -Rap, Keyed -In
—Y3— STA. 12 + 75 LT
72 TON RIP RAP, 104 SY GEOTEXTILE
DETAIL I
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND —
—L— STA. 31+50 TO STA. 33+50 LT
—Yl— STA. 11+25 TO STA. 11+75 LT
—Yl— STA. 12 + 68 TO STA. 13 + 25 LT
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground rye Ground
d . Q D
Tuck Geotextile
Geotextile --- //B a Minimum of lft
(TYR)
Detail Applies When B is < 6.0'
for Class I and II Rip -Rap; Min. D=2 Ft.
And All Widths for Class B Rip -Rap d=2 Ft.
Type of Liner= Class I Rip -Rap, Keyed -In B=4 Ft.
DETAIL V
NATURAL
GROUND
—L— STA.39+90 RT, L=38', S=3.3%,
BEG. ELEV=567.4', END ELEV=566.2'
26 TON RIP RAP, 55 SY GEOTEXTILE
—L— STA. 54+70 RT, L=16', S=3.1%,
BEG. ELEV=580.5', END ELEV=580.0'
11 TON RIP RAP, 23 SY GEOTEXTILE
—Y3— STA. 12 + 75 RT, L = 2 0', S =1.0%,
BEG. ELEV=567.8', END ELEV=567.8'
14 TON RIP RAP, 29 SY GEOTEXTILE
ASS II
RIPRAP
OUTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH=17'
COMBINED QUANTITIES FOR DETAILS V AND W
®PERMANENT CHANNEL EXCAVATION
TOTAL CHANNEL EXCAVATION = 83 CY
TOTAL CL II RIP RAP = 40 TONS
TOTAL GEOTEXTILE FAB. = 41 SY
DETAIL W
NATURAL
GROUND
ASS II
RIPRAP
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM fNTSI
LENGTH=18'

PROJECT REFERENCE NO. SHEET NO.
8-605//U-6/43 1 4
RNJ SHEET NO. 4A
PERMIT DRAWING 50 0 50 100 ROADWAY DESIGN HYDRAULICS
SHEET 3 OF 20 ENGINEER ENGINEER
SCALE
I F® FILL IN WETLAND
GLI *** MECHANIZED CLEARING (GRUBBING) 00 00
S SURFACE WATER IMPACTS _
® TEMPORARY SURFACE WATER IMPACTS TC�L�NE YSHEE A$ ---, g= I \
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STATE EMPLOYEES' CREDIT UNION n ��\ 1- RCP P I I \ F REMO STANDARD V DITC
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00000,
HUM

PERMIT DRAWING
SHEET 18 OF 20
GLI
NAD 83/NA 2011
Q10=5.0 CFS \
\ V10-3.3 FPS
1
1 31 ( ; I '`�„5 SPECIAL LATERAL BASE DITCH CITY OF BELMONT \
( \ W/CLASS I RIP RAP TR F4
O o \�30 SEETAIL K VAULT \ 1 `��SL�E
P \
_\°��
41 C DE_
�H 2GIB-NSS
W R 11 E�FS 2GIB-NSS \\ p� \ \` ` 24•C&C '
WCB-G______ B� fir0 aI `/I
Lu
Lu
I \
o o ` j xs xq �E� �'m' % 1L1 1 \r CITY OF BELMONT
E PDE GRADE TO DRAIN ` 2' -
0
OF BELMONT Q10=1.3 CFS MpppS
Fsb�V10-2.0 FPS�EpLaE
Tl1F Pc'T,.T,.T,.. C W1
CITY OF 8
50 0 50 100
SCALE
FILL IN WETLAND
* * MECHANIZED CLEARING (GRUBBING)

0
„rs
1
11)1)111
\\i
•
•
is
i _� �
_�
TAprA—
D
M
CATAWBA RIVER
ILAKE WYLIE)
NAD 83/NA 2011
F
PERMIT DRAWING 50 0 50 100
SHEET 19 OF 20
SCALE
GLI® FILL IN WETLAND
* * MECHANIZED CLEARING (GRUBBING)
W�
0
PROJECT REFERENCE NO.
SHEET NO.
8-605//U-6/43
9
RNd SHEET NO.
9A
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
P: (919( 378-9560
8501 SI, Forks Raad, Forum 1,Sait, 700
Raleigh, North Caralina 275153960
Engineers ( ConslrucHon Managers I Planners I Scientists
mu.rkk-m
Responsive People I Creative Solutions

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Permanent
Temp
Excavation
Mechanized
Hand
Permanent
Temp
Existing
Existing
Natural
Fill
Fill
in
Clearing
Clearing
SW
SW
Channel
Channel
Stream
Site
Station
Structure
in
in
Wetlands
in
in
Impacts
Impacts
Impacts
Impacts
Design
No.
From / To
Size / Type
yp
Wetlands
Wetlands
(ac)
Wetlands
Wetlands
(ac)
(ac)
Permanent
Temp
(ft)
(ac)
(ac)
(ac)
(ac)
(ft)
(ft)
1
29+97 to 30+09 -L- RT
Bank Stabilization - SB
0.004
0.003
42
30
12+58.3 -Y2- LT
2 @ 8'x11' RCBC - SC
0.023
70
2
Bank Stabilization - SC
0.035
0.006
101
18
12+08 to 12+58 -Y2- LT
Roadway Fill - WA
0.016
0.007
3
12+80 to 14+61 -Y2- LT
Roadway Fill - SD
0.009
< 0.001
109
7
13+68 to 15+58 -Y2- LT
Roadway Fill - WD
0.098
0.031
4
13+87 to 14+62 -Y2- RT
Roadway Fill - WC
0.010
0.018
39+98 to 40+45 -L- RT
Temp. Workload For Bridge
0.016
13
40+52 to 51+71 -L-
Bridge - Catawba River/Lake Wylie
0.075
0.056
148
20
51 +33 to 52+53 -L-
Bridge - WB
0.071
0.029
5
40+40 to 51 +71 -L-
Temp. Trestle' - WB
0.069
5.293
19
12+28 to 12.71 -MUP-
42" RCP -III -
0.003
0.007
14
14
Catawba River /Lake Wylie
52+79 to 55+95 -L- LT
Roadway Fill -
0.434
23
Catawba River/Lake Wylie
52+44 to 56+07 -L- LT
Temp. Workload For Bridge - WB
0.015
0.314
41
Bank Stabilization -
6
12+59 to 13+38 LT
Catawba River/Lake Wylie
0.009
0.006
27
6
-Y3-
Roadway Fill/Toe Protection -
Catawba River /Lake Wylie - WE
0.003
0.006
0.002
0.012
19
11
7
59+04 to 62+63 -L-
Roadway Fill - SA
0.024
0.002
261
17
TOTALS*:
0.198
0.084
0.000
0.091
0.000
0.618
5.713
814
196
0
*Rounded totals are sum of actual impacts
NOTES:
Permanent Pier Stream Impacts - 938 sq.ft.
'Temporary dual trestle bridges for constructability and removal of existing bridge. Impacts are driven solely by temporary bridge
piers; they cover the entire work area to provide flexibility to the contractor for the location and adjustment of work bridges
as needed.
2Total Fill in Wetlands due to riprap - 0.37 sq. ft.
2018 Feb

Buffer
Drawings

Lawn Lrrwn maser ruLnxeaLs xw exrer rorwL.
1929 SUS e ' NQ
M
2111 192
2U22 e 19'2 Fi$
— STATE OF NORTH CARO LINA N.C. B-6051 // U-6145 1
1922
�
zu9 -., "I�, a — 1GU1 19z nws mLuxw �w.mLanu LMxwLrnwL
►�,
r, a �� DIVISION OF HIGHWAYS 487OL1.1 P.B.
j 846.1
n 48U&I.1 PX
V
�v 191 ° 1 � 184
.z�
z
$44GAS TON / MECKLENB UR G COUNTIES
1842
;J, o _ pw 9n75.0=
s i
1471 .23
LOCA TION. BRIDGE No.91 OVER CATAWBA RIVER
91 y3fi' ON US 29 /US 74 AND INTERSECTION
'
Bridge No. 91 �1,2
4 IMPROVEMENTS ON US 29 /US 74
2717 A 8 (WILKINSON BLVD) AND NC 7 (CA TAWBA ST)
VICINITY MAP
•
(NOT TO SCALE) TYPE OF WORK: GRADING, DRAINAGE, PAVING,
See Sheet 1 A For Index Sheets
STRUCTURES, CULVERT AND RESURFACING
V
See Sheet 18 For Plan Sheet Symbols �� �
1 BUFFER RAWI6 G
A
BU R IM S PER SHE TD1 OF
-YI- ta.l + -DR4- POT Sfo. IO+OODO= N TR Tl N z
O
- -N
-L- fa. + -Y3- POT Sfa.10+00.00= °• + o
-
-DRI- POT Sfo. lO+OODO- -L- fo. + L G L
-Yl- 1a.1 + o
END BRIDGE -DR2- POT Sfo.lO+OODO=
END CONSTRUCTION -L- POT Sfo. +/- 52+15
-L- POC S1o.60+0597
1�
-CONSTRUa.
cp SITE G
IN PROJECT / CONSTRUCTION BEGIN BRIDGE
-L- LT POC Sta.24+15D0 -L- POT Sfo.+/- 40+70 BEGIN PAINT STRIPING
-L- LT U fo. +
4 SITE S:
`-
29F �� 5
N N TR TIN
3
Loon a+
END D aN- PROJECT
LTPOCSStaP75ING +0O
2 ,
BEGIN CONSTRUCTION�`
-L- RT POC Sfo.24+40.00 _ a
'A t s 4
mtl
BEGIN GRADE
-L- POC S10.24+90.00
-Yl- POT Sta.IO+OODO= -AA - N TR Tl N END GRADE
°"
-L- POC Sto. +4 -L- POT Sfa.69+OODO
N N TR Tl N
-Y2- POT END CONSTRUCTION
IN N T R TIN -L- RT POT Sfa.69+50D0
-DR5- POT Sfa.IO+OODO= Mull- 11ul a. +
-Y - fall+ N TR TIN N N TR Tl N --- POT 0=
.70137.40
- - fo.11+ - - o. + -L--fo. +
• .
PROPOSED CULVERT EXTENSION c9
Sfo. +/- 12+58
FNQ N TR Tl N
NOTES: a. t
1. THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF BELMONT. *TRAFFIC SIGNAL
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
RKPK
HYDRAULICS
ENGINEER
50 0 50 too
ADT 2024 = 25,476
ADT 2044 = 30,690
LENGTH ROADWAY TIP PROJECT B-6051 /U-6143 = 0.746 mi
LENGTH STRUCTURE TIP PROJECT B-6051 /U-6143 = 0.217 mi
o Maaagrsip eYei$C1j
Op NOR y
0!
PLANS
DHV = 11%
°�^=i°�°"0Ps°'°'"^
= x
0.
50 0 50 100
DIR = 80%
TOTAL LENGTH TIP PROJECT B-6051 /U-6143 = 0.963 mi
R ^>a=N rx ^°P>° a '°°
2024 STANDARD SPECIFICATIONS
PE
SIGNATURE:
® s
m
's
PROFILE (HORIZONTAL)
T = 6%*
V = 50 MPH
Scott D. Blevins, P.E.
RIGHT OF WAY DATE: PROJECT ENGINEER
ROADWAY
DESIGN
e
`� e
O
10 00 10 20
(* TTST = 2 % / DUAL 4%)
MAY 23, 2023 Carter Mull, P.E.
LETTING DATE: PROJECT DESIGN ENGINEER
ENGINEER
y' aP TWAas!®g
V
PROFILE (VERTICAL)
FUNC CLASS = MAJOR
ARTERIAL
JUNE 18, 2024 David Stutts,P.E.
NCDOT CONTACT
P.E.
SIGNATURE:

DETAIL A
BERM 'V' DITCH
(Not to Scale)
Natural
Ground \
D �' ♦ d RDWY
Geotextile j
Min. D=1 Ft. Tuck Geotextile a
Minimum of lft
b=5 Ft. p
Type of Liner= Class B Rip Rap , Keyed- n
—L— STA. 36+35 TO STA. 38+00 LT
37 TON RIP RAP, 82 SY GEOTEXTILE
DETAIL B
CHANNEL CHANGE
( Not to Scale)
Natural
Proposed
Fill Slope Ground - —
Natural —
Ground . 2•�KD*1',Ft. ----
Extend Riprap toTuck Geotextile a
Top of Bank Minimum of lft (TYP) Exist. Channel
Place Geotextile Under Riprap
Geotextile in Locations Directed by Engineer Min. D=2 Ft.
B=4 Ft.
Type of Liner= Class B Rip Rap, Keyed —In b=10 Ft.
DETAIL E
LATERAL BASE DITCH
( Not to Scale)
b
Natural r�lFill
Ground �•;\ 1^/Ft, Slope
d . ?I D
J� �'�— Tuck Geotextile
Geotextile J B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0' Min. D=2 Ft.
for Class I and II Rip -Rap; d=2 Ft.
And All Widths for Class B Rip -Rap
B=4 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In b=5 Ft.
-L- STA. 38 + 50 TO STA. 39 + 15 RT
42 TON RIP RAP, 93 SY GEOTEXTILE
DETAIL J
SPECIAL BASE DITCH
( Not to Scale)
Natural Front
Ground 3'1 Slope
D Ditch
d • ?'I
4� Tuck Geotextile a
Geofexfile B Minimum of lf} (TYP)
Min. D=1 Ft.
d =1 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In B=2 Ft.
-MU P- STA. 11 + 00 TO STA. 11 + 85 LT
28 TON RIP RAP, 63 SY GEOTEXTILE
DETAIL O
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground ryw> Ground
?, D
d • % v— Tuck Geotextile
a Minimum of lft
Geotextile B (TYP)
Detail Applies When B is < 6.0' Min. D=2.5 Ft.
for Class I and II Rip -Rap; d=2.5 Ft.
And All Widths for Class B Rip -Rap B=4 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In
—L— STA. 29+78 LT, L=75', S=2.33%
BEG. ELEV=587.75', END ELEV=586.00'
57 TON RIP RAP, 127 SY GEOTEXTILE
DETAIL R
TOE PROTECTION
( Not to Scale)
dot
\p
e
Natural Qt S\OQ
Ground b
�d
d=1 Ft.
b=1 Ft. Geotextile
Type of Liner= Class B Rip -Rap
—L— STA. 65 + 50 TO STA. 68 + 00 RT
103 TON RIP RAP, 229 SY GEOTEXTILE
—Y2— STA. I + 10 TO STA. 12 + 61 RT
62 TON RIP RAP, 138 SY GEOTEXTILE
—Y2— STA. 13 + 00 TO STA. 16 + 50 RT
144 TON RIP RAP, 321 SY GEOTEXTILE
—Y2— STA. 12 + 88 TO STA. 13 + 83 RT
100 TON RIP RAP, 218 SY GEOTEXTILE
1.1PTAIII P
LATERAL 'V' DITCH
( Not to Scale)
Natural Fill
Ground 3•I D ,61 1'ift. Slope
Min. D=1 Ft.
b=5 Ft.
-L- STA. 27+10 LT TO STA. 2 9 + 8 3 LT
—Yl— STA. 11+05* LT TO STA. 11+25 LT
—YI— STA. 13 + 25 LT TO STA. 14 + 00 LT
*DITCH CONTINUES FOR 37.2' BEYOND —YI— 11 +05,
CURVES TO TIE AT —L— 29+83.
DETAIL K
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Slope
Ground r1-'
d • ?'7 D
4� Tuck Geotextile a
Geotextile B Minimum of lft (TYP)
Min. D=1 Ft.
d=1 Ft.
Type of Liner= Class I Rip -Rap, Keyed -In B=2 Ft.
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
b
Natural Fill
Ground d . 2,I D y1 1'iFt. Slope
Tuck Geotextile
Geotextile B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0' Min. D = 1 Ft.
for Class I and II Rip -Rap; d=1 Ft.
And All Widths for Class B Rip -Rap
B=2 Ft.
Type of Liner= Class B Rip -Rap, Keyed -In b=5 Ft.
—MU P— STA. 11 + 85 TO STA. 12 + 18 LT
9 TON RIP RAP, 20 SY GEOTEXTILE
DETAIL G
LATERAL 'V' DITCH
( Not to Scale)
b
Natural Fill
Ground D 1"/Ft. Slope
d
♦� Tuck Geotextile
Geotextile a Minimum of lft
(TYP)
Min. D=1 Ft.
d =1 Ft.
Type of Liner= Cl B Rip -Rap, Keyed -In b=5 Ft.
-Y2- STA. 15 + 00* TO STA. 16 + 00 LT
*DITCH CONTINUES FOR 25' BEYOND -Y2- 15+00,
CURVES TO TIE W/NG. OAL=125' (APPROX.)
42 TON RIP RAP, 90 SY GEOTEXTILE
DETAIL P
STANDARD 'V' DITCH
(Not to Scale)
Natural I Natural
Ground AGround
2; I D ti.
Min. D=1.5 Ft.
—Yl— STA. 13+50 RT, L=93', S=4.32%
BEG. ELEV=599.25', END ELEV=595.25'
—DR] I— STA. 10+25 LT, L=69', S=3.63%
BEG. ELEV=593.50', END ELEV=591.00'
DETAIL S
BANK STABILIZATION ON BANKS ONLY
( Not to Scale)
—L— STA. 38+20 TO STA. 38+50 RT
7 TON RIP RAP. 15 SY GEOTEXTILE
DETAIL D
PNd SHEET NO.
LATERAL BASE DITCH
HYDRAULICS
( Not to Scale)
ENGINEER
b
Natural Fill
Ground rL1 1'9ft. Slope
d . L D
Tuck Geotextile
Geotextile B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0' Min. D= 1 Ft
for Class I and II Rip -Rap; d= 1 Ft.
And All Widths for Class B Rip -Rap B= 4 Ft.
Type of Liner=Cl B Rip -Rap, Keyed -In b= 5 Ft.
*DITCH CON INUESOFOR030SBEYOND34LLT59+00,
BUFFER DRAWING
TIES W/EXIST. CHAN. OAL= 964' (APPROX.)
408 TON RIP RAP, 907 SY GEOTEXTILE
SHEET 2 0 F 6
DETAIL H
PIPE OUTLET BANK STABILIZATION
( Not to Scale)
IdptuuLnal---`E\sT mound fro a d' a qA, — ��o ,� Tuck Geotextile
a Minimum of lft
(TYp)
Press Riprap into Place Geotextile Under
Channel Bottom CHANNEL BED Riprap in Locations
Until Refusal (Typ) (Variable) Directed by Engineer
'Rip -Rap to be Installed to 2ff Outside Top
Length=20 Ft. of Ditch Slopes on Jurisdictional Streams
Type of Liner= Class I Rip -Rap, Keyed -In
—L— STA. 2 9 + 8 3 RT (d=5ft*)
40 TON RIP RAP, 75 SY GEOTEXTILE
—L— STA. 58+87 LT (d=3.5ft*)
57 TON RIP RAP, 104 SY GEOTEXTILE
D ETAI L L
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Natural
Ground D
d . �� Tuck Geotextile a
Minimum of lft (TYP)
Geotextile
Min. D=1 Ft.
Type of Liner= Cl A Rip -Rap, Keyed -In d=1 Ft.
—D R3— STA. 10 + 61 TO 11 + 00 LT
8 TON RIP RAP, 19 SY GEOTEXTILE
—DR3— STA. 10+58 TO 11+00 RT
9 TON RIP RAP, 21 SY GEOTEXTILE
DETAIL Q
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground 37
,�.•\ Ground
D ♦�� Tuck Geotextile
d a Minimum of lft
(TYP)
Geotextile
Min. D=1.5 Ft.
Type of Liner= Cl B Rip -Rap, Keyed -In d=1.0 Ft.
Tuck Geotextile* �iNe B9Na —��G ♦ d
a Minimum of lft
(> '� Press Riprap into
Channel Bottom
CHANNEL BED Until Refusal (Typ)
(Variable)
Length= Varies *Place Geotextile Under Riprap
d= Varies in Locations Directed by Engineer
Est.= Class B Rip -Rap, Keyed -In
-DRII- STA. 11+33 LT, L=31', S=6.41%
BEG. ELEV=588.12', END ELEV=586.12'
10 TON RIP RAP, 22 SY GEOTEXTILE
—DRII— STA. 11+24 RT, L=35', S=9.20%
BEG. ELEV=590.23', END ELEV=586.97'
11 TON RIP RAP, 25 SY GEOTEXTILE
—Y2— STA. 12+60 LT; 3 TON RIP RAP, 7 SY GEOTEXTILE
—Y2— STA. 12+95 LT; 15 TON RIP RAP, 33 SY GEOTEXTILE
—Y2— STA. 12+85 RT; 7 TON RIP RAP, 16 SY GEOTEXTILE
DETAIL T
PIPE OUTLET BANK STABILIZATION
( Not to Scale)
N ., r cl— — NNaptural
Ground ��sr ePc`j----mound
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Press Riprap into Place Geotextile Under
Channel Bottom CHANNEL BED Riprap in Locations
Until Refusal (Typ) (Variable) Directed by Engineer
Length=25 Ft. 'Rip -Rap to be Installed to 2tt Outside Top
d=3 Ft.* of Ditch Slopes on Jurisdictional Streams
Type of Liner= Class II Rip -Rap, Keyed -In
—Y3— STA. 12 + 75 LT
72 TON RIP RAP, 104 SY GEOTEXTILE
DETAIL M
SPECIAL 'V' DITCH
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Front
Ditch
Natural _L 10 Slope
Ground 2:I D
D=1.0 Ft.
—D R10— STA. 10 + 40 TO STA. 10 + 75 LT
DETAIL I
SPECIAL BACK OF CURB CUT DITCH
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NATURAL
GROUND
—L— STA. 31+50 TO STA. 33+50 LT
—Yl— STA. 11+25 TO STA. 11+75 LT
—Yl— STA. 12 + 68 TO STA. 13 + 25 LT
DETAIL N
STANDARD BASE DITCH
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Natural Natural
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Tuck Goof -file
Geotextile B a Minimum of lft
(TYP)
Detail Applies When B is < 6.0'
for Class I and II Rip-Rap;Min. D=2 Ft.
And All Widths for Class B Rip -Rap d=2 Ft.
Type of Liner= Class I Rip -Rap, Keyed -In 11=4 Ft.
-L- STA.39+90 RT, L=38', S=3.3%,
BEG. ELEV=567.4', END ELEV=566.2'
26 TON RIP RAP, 55 SY GEOTEXTILE
—L— STA. 54+70 RT, L=16', S=3.1%,
BEG. ELEV=580.5', END ELEV=580.0'
11 TON RIP RAP, 23 SY GEOTEXTILE
—L— STA. 69+75 LT, L=70', S=5.6%,
BEG. ELEV=628.9', END ELEV=625.0'
48 TON RIP RAP, 101 SY GEOTEXTILE-Y3-
COMBINED QUANTRIES FOR DETAILS U AND v
STA. 12 + 75 RT, L = 20', S =1.0%,
®PERMANENT CHANNEL EXCAVATION
BEG. ELEV=567.8', END ELEV=567.8'
TOTAL CHANNEL EXCAVATION = 83 CY
TOTAL CL II RIP RAP = 40 TONS
TOTAL GEOTEXTILE FAR. = 41 SY
14 TON RIP RAP, 29 SY GEOTEXTILE
n CTAII I 1
ASS 77
RIPRAP
OUTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH=17'
DETAIL V
ASS 77
RIPRAP
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH=18'

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RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure
(From / To) Size / Type ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
No. CROSSING BRIDGE IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
11+41 to 12+30 -MUP- RT
Roadway Fill - MUP
X
1735
1963
3698
5
39+21 to 40+70 -L-
Roadway Fill -Widening / MUP
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X
5523
2755
8278
40+70 to 52+15 -L-
1145' Bridge
X
3826
0
3826
52+15 to 54+10 -L-
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X
8250
1549
9799
6
10+00 to 13+65 -Y3- LT
Roadway Fill -Widening
72" RCP -IV
X
5962
398
6360
TOTALS-
5561
1963
7524
19735
4702
24437
0
0
NOTES:
Top of Bank for Catawba River (Lake Wylie) revised to Lake Wylie full pond elevation (5694). Buffer lines revised accordingly.
Bridge BZ1 impacts due to small areas above TB on peninsula on parcel 13 and at both bridge abutments.
Existing R/W lines for-L-/-Y3- used as boundaries of Existing Transportation Facility for consistency between sites.
2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE NO. STATION
(FROM/TO) ZONE 1 ZONE 2
(ftZ) (ftZ)
6 13+00 to 13+31 -Y3-LT 74 0
TOTAL: 74 0
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1/12/2024
GASTON / MECKLENBURG COUNTY
B-6051 / U-6143
Revised 2018 Feb SHEET 6 OF 6
Rev.Jan 2009

Protected Species/
Section 7

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
February 29, 2024
Ms. Janet A. Mizzi
Field Office Supervisor
US Fish and Wildlife Service
160 Zillicoa Street
Asheville, NC 28801
J.R. "JOEY" HOPKfNs
SECRETARY
Subject: Section 7 Concurrence/Conference Request for the proposed replacement of
Bridge No. 91 (B-6051) on US 29/74 (Wilkinson Boulevard) over Catawba River
(Lake Wylie) on the border of Gaston and Mecklenburg Counties and improve the
intersection (U-6143) of US 74 (Wilkinson Boulevard) and NC 7 (Catawba Street)
in Belmont, NC. Division 10 & Division 12.
TIP: B-6051 & U-6143
Reference: B-6051/U-6143 Vicinity Map
Dear Ms. Mizzi:
The purpose of this letter is to request concurrence/conference from the U.S. Fish and Wildlife Service
(USFWS) pursuant to Section 7 of the Endangered Species Act, as amended (16 U.S.C. 1531 et seq.) (ESA).
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 91 (B-6051) on
US 29/74 (Wilkinson Boulevard) over Catawba River (Lake Wylie) and improve the intersection (U-6143)
of US 74 (Wilkinson Boulevard) and NC 7 (Catawba Street). Gaston and Mecklenburg Counties.
As of February 23, 2024, the US Fish and Wildlife Service's Information for Planning and Consultation
(IPaQ lists the following federally protected species in the project area.
Scientific Name
Common Name
Federal
Status
Habitat
Present
Biological
Conclusion
Perimyotis subflavus
tricolored bat
Proposed Endangered*
Yes
MANLAA
Clemmys muhlenbergii
bog turtle
T(S/A)
No
Not Required
Hexastylis naniflora
dwarf -flowered heartleaf
Threatened
Yes
No Effect
Rhus michauxii
Michaux's sumac
Endangered
Yes
No Effect
Helianthus schweinitzii
Schweinitz's sunflower
Endangered
Yes
No Effect
Echinacea laevigata
smooth coneflower
Threatened
Yes
No Effect
*Proposed for listing
T(S/A) — Threatened due to similarity of appearance
MANLAA — May Affect -Not Likely to Adversely Affect
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEiGH NC 27610
1598 MAIL SERVICE CENTER
RALEiGHNC 27699-1598 Website: www.ncdot.gov

Species Summary - Bats
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 91 (B-6051) on
US 29/74 (Wilkinson Boulevard) over Catawba River (Lake Wylie) on the border of Gaston and
Mecklenburg Counties and improve the intersection (U-6143) of US 74 (Wilkinson Boulevard) and NC 7
(Catawba Street) See attached vicinity map for a location of the projects.
Foraging and commuting habitat for tricolored bat is present within the project area. The closest element
of occurrence for a tricolored bat is 26 miles (EO ID 41433) northwest of the project.
A Biological Conclusion of May Affect, Not Likely To Adversely Affect is proposed for tricolored bat
based on the presence of suitable foraging and commuting habitat.
• It is anticipated that tree clearing can be performed during the winter months for this project
(October 15— April 1).
• There is one existing bridge within the project that will need to be removed. All efforts will be made
to conduct demolition of the bridge during the inactive bat season if the project schedule allows.
There is one 3'x 3' single barrel culvert that will be removed and replaced which will require work
between April 1— October 15. There is also an 8'x I I' double barrel -reinforced concrete box culvert
(RCBC) in that will need to be extended and require work between April 1— October 15. NCDOT
can commit to habitat assessments of these structures prior to demolition of the bridge and necessary
culvert work.
• Blasting is not anticipated however if required, it will occur after tree clearing has been completed.
Other proposed percussive activities will include, but are not limited to: guardrail installation, soil
and fill material compaction, paving, pile driving, drilling, grading, and pavement breaking and
removal.
• Temporary lighting for nighttime construction will be used during the April 1 — October 15
timeframe as lane closures are anticipated. There are plans for permanent lighting on the bridge upon
completion. Existing roadway lighting on US-74 will likely remain. No additional permanent
lighting is currently anticipated for the project.
Pursuant to the ESA Handbook Section 3.5, NCDOT does not request concurrence from the Service for the
remaining species, but identifies them below:
Scientific Name
Common Name
Federal
Survey Date
Habitat
Biological
Status
Present
Conclusion
Clemmys muhlenbergii
bog turtle
T(S/A)
N/A
Yes
Not Required
Hexastylis naniflora
dwarf -flowered heartleaf
Threatened
3/23/2022
Yes
No Effect
Rhus michauxii
Michaux's sumac
Endangered
9/25/2023
Yes
No Effect
9/13/2022
Helianthus schweinitzii
Schweinitz's sunflower
Endangered
9/25/2023
Yes
No Effect
9/13/2022
Echinacea laevigata
smooth coneflower
Threatened
9/25/2023
yes
No Effect
9/13/2022
T(S/A) — Threatened due to similarity of appearance

NCDOT, under the delegation authority provided in 50 CFR § 402.08 by the Federal Highway
Administration (FHWA), believes that the requirements of Section 7(a)(2) of the ESA have been satisfied
and hereby request your concurrence.
If you have any questions, please contact Erin Cheely at ekcheely_kncdot.gov or 919-707-6108.
Sincerely,
Erin Cheely, ECAP Western Team Lead
Environmental Analysis Unit
Enclosure:
Vicinity Map
cc:
Ms. Holland Youngman, USFWS
Mr. Jeff Wyatt, DEO-Div. 12, NCDOT
Ms. Jacquelyn Bowles, PE, NCDOT SMU
Mr. Tyler Stanton, NCDOT BSG-EAU

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PROPOSED BRIDGE REPLACEMENT ON US 29/74
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Archaeology

Project Tracking No.:
17-12-0050
ao NO ARCHAEOLOGICAL SURVEY REQUIRED FORMi
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is notr
� 4 p -6 o.,.- valid for Historic Architecture and Landscapes. You must consult separately with the 6
Historic Architecture and Group. Landscapes
p p.
PROJECT INFORMATION
Project No: Structure 350091 (BR-0020) County: Gaston
WBSNo: 67020.1.1 Document: State MCC
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE (not specified)
Project Description: NCDOT's Division 12 proposes to replace Bridge No. 91 on US 29/US 74
(Wilkinson Boulevard) over the Catawba River in Gaston and Mecklenburg counties. Bridge No. 91 was
constructed in 1933 and is considered to be functionally obsolete; therefore, it is scheduled to be replaced.
Since Preliminary Design Plans have not been developed yet, a Study Area for the project has been
generated in order to facilitate environmental planning purposes at this stage. The Study Area will be
centered on the bridge measure about 500 feet wide and about 2,000 feet from either end of the bridge
along US 29/US 74. Overall, the Study Area will encompass about 60 acres, inclusive of the existing
roadway, structure to be replaced, and any modern development.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
This project was accepted on Friday, January 19, 2018. A map review and site file search was conducted
at the Office of State Archaeology (OSA) on Thursday, January 25, 2018. An archaeological survey has
never been conducted at this bridge location, although several of the nearby islands within the Catawba
River have been surveyed. Only one (1) archaeological site has been recorded within one (1) mile of the
project area, that being within a powerline easement southeast of the Study Area. Digital copies of
HPO's maps (Belmont Quadrangle) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/)
were last reviewed on Tuesday, January 30, 2018. There is one (1) known historic architectural resource
that is eligible for the National Register of Historic Places (i.e. the bridge itself [Sloans Ferry Bridge, a
1933 steel stringer/multi-beam bridge]) located within or adjacent to the Study Area; however, intact
archaeological deposits associated with this resource would not be anticipated within the footprint of the
proposed project. In addition, topographic maps, historic maps (NCMaps website), USDA soil survey
maps, and aerial photographs were utilized and inspected to gauge environmental factors that may have
contributed to historic or prehistoric settlement within the project limits, and to assess the level of
modern, slope, agricultural, hydrological, and other erosive -type disturbances within and surrounding the
Study Area.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE.
Although this is a State -funded project, a Federal permit is necessary. A permanent/temporary drainage
or utility easement will also be necessary; however, the need for additional ROW was not conveyed. The
size and shape of the Study Area have been drawn in a way to capture any possible impacts beyond the
NCDOT's existing 100-foot ROW along US 29/US 74. At this time, we are in compliance with NC GS
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 2007/2015 Progr
1 of ATTACHMENT 1A
1 OF 4

Project Tracking No.:
17-12-0050
121-12a, since there are no eligible (i.e. National Register -listed) archaeological resources located within
the project's Study Area that would require our attention. Based on the description of the proposed
project, activities may take place beyond the NCDOT's existing ROW; however, the exact location
cannot be determined at this time. From an environmental perspective, the Study Area falls within a
commercial setting along the banks of the Catawba River in the south-central Piedmont physiographic
region of North Carolina, and consists of various soil types. On the Gaston County side, the Study Area
consists of soils that have been heavily disturbed or have succumbed to varying degrees of erosion (e.g.
Urban land [Ur] and Gaston sandy clay loam, 2-8% slopes, eroded [GaB2]). On the Mecklenburg County
side, most if not all of the soils are considered to be steeply sloped and eroded as well (e.g. Cecil sandy
clay loam, 8-15% slopes, eroded [CeD2] and Pacolet sandy loam, 15-25% slopes [PaE]). Based on the
poor soil conditions and the level of commercial development, the preservation of intact archaeological
resources would not be anticipated. The Office of State Archaeology (OSA) has reviewed several
projects within the vicinity of the Study Area for environmental compliance, including utility
upgrades/improvements (ERs 96-9138, 00-9210, 13-2894), residential development (ER 89-0201),
transportation improvements (ER 08-2567 [TIP# B-4752]), and a hazardous waste site (ER 10-0924).
Stating a low probability for intact and significant archaeological sites to be present, OSA did not require
an archaeological survey for any of these projects. More importantly, a cultural resource survey for the
Catawba-Wateree Hydroelectric Relicensing Project (Millis 2005 [OSA Biblio# 5430]) included several
islands in the vicinity of the Study Area as well as the riverbanks to either side of the Catawba. Although
numerous resources were identified and/or revisited, none was located within or adjacent to the Study
Area. Within five (5) miles of the Study Area, NCDOT's Archaeology Group has reviewed five (5)
transportation -related projects for environmental compliance under the Programmatic Agreement (PA)
with the State Historic Preservation Office (NC-HPO), one of which is located within one (1) mile of the
Study Area. An archaeological survey was not recommended for most of these projects, based on the
presence of heavily modified soils and/or poorly drained or eroded soil conditions. However, an
archaeological survey was recommended and conducted for the widening of I-85 (PA 16-01-0004 [TIP#
I-5719 and C-5600G]) and for the replacement of Bridge No. 82 on US 29/US 74 over the South Fork of
the Catawba River (PA 16-01-0110). Four (4) archaeological sites were documented as a result of the
widening project; however, none of the sites was determined eligible for the NRHP. Three of the four
sites documented were cemeteries and, thus, are afforded some protection based on the nature of the
resource. Nevertheless, given the poor soil conditions and developed nature within the Study Area and
the results of previously reviewed and surveyed projects in the vicinity, there is a low probability for
significant prehistoric and/or historic archaeological materials to be present. Therefore, it is believed that
the current Study Area, as depicted, is unlikely to contain intact and significant archaeological resources.
No archaeological survey is required for this project. If design plans change or are made available prior
to construction, then additional consultation regarding archaeology will be required. At this time, no
further archaeological work is recommended. If archaeological materials are uncovered during project
activities, then such resources will be dealt with according to the procedures set forth for "unanticipated
discoveries," to include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SUR VEY REO UIRED
el A
January 30, 2018
NCDOT A EOLOGIST Date
)rMinor Transportation Projects as Qualified in the 200712015 Progr
2of3 ATTACHMENT 1A
2OF4

Project Tracking No.:
17-12-0050
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Project Tracking No.:
17-12-0050
ao NO ARCHAEOLOGICAL SURVEY REQUIRED FORMi
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is notr
valid for Historic Architecture and Landscapes. You must consult separately with the
_ Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Structure 350091 (BR-0020)
Project No: RESUBMITTED County: Gaston
WBSNo: 67020.1.1 Document: State MCC
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE (not specified)
Project Description: NCDOT's Division 12 proposes to replace Bridge No. 91 on US 29/US 74
(Wilkinson Boulevard) over the Catawba River in Gaston and Mecklenburg counties. Bridge No. 91 was
constructed in 1933 and is considered to be functionally obsolete; therefore, it is scheduled to be replaced.
Since Preliminary Design Plans have not been developed yet, a Study Area for the project has been
generated in order to facilitate environmental planning purposes at this stage. The Study Area will be
centered on the bridge measure about 500 feet wide and about 2,000 feet from either end of the bridge
along US 29/US 74. Overall, the Study Area will encompass about 60 acres, inclusive of the existing
roadway, structure to be replaced, and any modern development. The Study Area has since expanded
to include an additional 17.7 acres. This PA form only covers the expanded Study Area.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Because of an expansion to the original Study Area, this project was resubmitted and accepted on
Tuesday, September 18, 2018. A map review and site file search at the Office of State Archaeology
(OSA) was not deemed necessary. An archaeological survey has never been conducted at this bridge
location, although several of the nearby islands within the Catawba River have been surveyed. Only one
(1) archaeological site has been recorded within one (1) mile of the project area, that being within a
powerline easement southeast of the Study Area. Digital copies of HPO's maps (Belmont and Charlotte
West Quadrangles) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were last
reviewed on Tuesday, September 18, 2018. There are no known historic architectural resources located
within or adjacent to the expanded Study Area for which intact archaeological deposits would be
anticipated within the footprint of the proposed project. In addition, topographic maps, historic maps
(NCMaps website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive -type
disturbances within and surrounding the expanded Study Area.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
This is still a State -funded project for which a Federal permit is necessary. A permanent/temporary
drainage or utility easement will also be necessary; however, the need for additional ROW was not
conveyed. The size and shape of the expanded Study Area have been drawn in a way to capture any
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 2007/2015 Progr
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Project Tracking No.:
17-12-0050
possible impacts beyond the NCDOT's existing 100-foot ROW along US 29/US 74. At this time, we are
still in compliance with NC GS 121-12a, since there are no eligible (i.e. National Register -listed)
archaeological resources located within the project's expanded Study Area that would require our
attention. Based on the description of the proposed project, activities may take place beyond the
NCDOT's existing ROW; however, the exact location cannot be determined at this time. From an
environmental perspective, the expanded Study Area falls within a commercial/residential area along the
eastern bank of the Catawba River in the south-central Piedmont physiographic region of North Carolina,
and consists of three (3) soil types, all of which are considered to be eroded and severely disturbed by
modern development (Cecil sandy clay loam, 8-15% slopes, eroded [CeD2], Cecil sandy clay loam, 2-8%
slopes, eroded [CeB2], and Udorthents, loamy [Ul]). Based on the poor soil conditions and the level of
development, the preservation of intact archaeological resources would not be anticipated. As before, the
Office of State Archaeology (OSA) has reviewed several projects within the vicinity of the expanded
Study Area for environmental compliance, including utility upgrades/improvements (ERs 96-9138, 00-
9210, 13-2894), residential development (ER 89-0201), transportation improvements (ER 08-2567 [TIP#
B-4752]), and a hazardous waste site (ER 10-0924). Stating a low probability for intact and significant
archaeological sites to be present, OSA did not require an archaeological survey for any of these projects.
More importantly, a cultural resource survey for the Catawba-Wateree Hydroelectric Relicensing Project
(Millis 2005 [OSA Biblio# 5430]) included several islands in the vicinity of the expanded Study Area as
well as the riverbanks to either side of the Catawba. Although numerous resources were identified and/or
revisited, none was located within or adjacent to the expanded Study Area. Within five (5) miles of the
Study Area, NCDOT's Archaeology Group has reviewed at least five (5) transportation -related projects
for environmental compliance under the Programmatic Agreement (PA) with the State Historic
Preservation Office (NC-HPO), one of which is located within one (1) mile of the expanded Study Area.
An archaeological survey was not recommended for most of these projects, based on the presence of
heavily modified soils and/or poorly drained or eroded soil conditions. However, an archaeological
survey was recommended and conducted for the widening of I-85 (PA 16-01-0004 [TIP# 1-5719 and C-
5600G]) and for the replacement of Bridge No. 82 on US 29/US 74 over the South Fork of the Catawba
River (PA 16-01-0110). Four (4) archaeological sites were documented as a result of the widening
project; however, none of the sites was determined eligible for the NRHP. Three of the four sites
documented were cemeteries and, thus, are afforded some level of protection based on the nature of the
resource. Nevertheless, given the poor soil conditions and developed nature within the expanded Study
Area and the results of previously reviewed and surveyed projects in the vicinity, there is a low
probability for significant prehistoric and/or historic archaeological materials to be present. Therefore, it
is believed that the expanded Study Area, as depicted, is unlikely to contain intact and significant
archaeological resources. No archaeological survey is required for this project. If design plans change or
are made available prior to construction, then additional consultation regarding archaeology will be
required. At this time, no further archaeological work is recommended. If archaeological materials are
uncovered during project activities, then such resources will be dealt with according to the procedures set
forth for "unanticipated discoveries," to include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
`7Vo ARCHAEOLOGYSURVEYREQUIRED"form forMinor Transportation Projects as Qualified in the 2007/2015 Progr
2 of ATTACHMENT 1 B
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Project Tracking No.:
17-12-0050
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SUR VEY REO UIRED
�� J
NCDOT ARtlIXEOLOGIST
September 18, 2018
Date
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Figure 1: Belmont, NC (USGS 1973) and Charlotte West, NC (USGS 1968 [PR80]).
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Project Tracking No.
1-17-12-0050
° N O ARCHAEOLOGICAL SURVEY REQUIRED FORM
' This form only pertains to ARCHAEOLOGICAL RESOURCES for this
YP a
project. It is not valid for Historic Architecture and Landscapes. You must
consult separately with the Historic Architecture and Landscapes Team.'
PROJECT INFORMATION
Project No: B-6051 (aka BR-0020) County: Gaston/Mecklenburg
WBSNo: 48708.1.1 Document: State MCC
Federal Aid No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USAGE, FERC
Project Description: NCDOT's Divisions 10 and 12 propose to replace Bridge No. 91 on US 29/US 74
(Wilkinson Boulevard) over the Catawba River in Gaston and Mecklenburg counties. Bridge No. 91 was
constructed in 1933 and is considered to be functionally obsolete; therefore, it is scheduled to be replaced.
Since Preliminary Design Plans have now been developed, the original Study Area for the project (which
has been reviewed twice now) has been expanded once more and submitted for additional environmental
review. The Study Area measures about 500 feet wide and about 2,000 feet from the west end of the
bridge and roughly 3,650 feet from the east end of the bridge. Overall, the Study Area now encompasses
about 91.15 acres, inclusive of the existing roadway, structure to be replaced, Y-line extensions, the
Catawba River itself, and any modern development. Since my last review, the Study Area has been
exnanded along the Y-lines and now includes an additional 13.75 acres that were not considered as
nart of anv previous environmental review. This PA form onlv covers the expanded sections of the
Study Area.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The resubmittal for this project was accepted for review on Wednesday, October 5, 2022. A review of the
databases maintained by the Office of State Archaeology (OSA) was deemed not necessary based on the
information compiled during the first two reviews for this project. As stated before, an archaeological
survey has never been conducted at this bridge location, although several of the nearby islands within the
Catawba River have been surveyed. Only three (3) archaeological sites have been recorded within one (1)
mile of the project area, the closest being within a powerline easement southeast of the Study Area.
Digital copies of HPO's maps (Belmont and Charlotte West Quadrangles) as well as the HPOWEB GIS
Service (http://gis.ncdcr.gov/hpoweb/) were last reviewed on Wednesday, October 5, 2022. There are two
(2) known historic architectural resources (North Carolina Vocational Textile School [GS3287] and the
Sloans Ferry Bridge [GS3298]) located within or adjacent to the overall Study Area; however, intact
archaeological deposits would not be anticipated for such resources within the footprint of the proposed
project. In addition, topographic maps, historic maps (NCMaps website), USDA soil survey maps, and
aerial photographs were utilized and inspected to gauge environmental factors that may have contributed to
historic or precontact settlement within the project limits, and to assess the level of slope as well as
modern, agricultural, hydrological, and other erosive -type disturbances within and surrounding the
expanded Study Area.
(This project falls within a North Carolina County in which the following federally recognized tribes have
expressed an interest: Catawba Indian Nation, Cherokee Nation, Eastern Band of Cherokee Indians, and the
United Keetoowah Band of Cherokee Indians. We recommend that you ensure that this documentation is
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM `NO ARCHAEOLOGICAL SURVEY REQ UI
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Project Tracking No.
1-17-12-0050
forwarded to these tribes using the process described in the current NCDOT Tribal Protocol and PA
Procedures Manual.)
Brief Explanation of why the available information provides a reliable basis for reasonably
predicting that there are no unidentified historic properties in the APE:
This is still a State -funded project for which a Federal permit is anticipated. As part of the project's
resubmittal, permanent/temporary easements will not be necessary; however, additional ROW will be
required. The overall Study Area has been drawn in a way to capture any possible ground -disturbing
activities beyond NCDOT's existing ROW, including along the Y-line extensions. At this time, we are
still in compliance with NC GS 121-12a, since there are no eligible (i.e., National Register -listed)
archaeological resources located within the project's expanded sections of the Study Area that would
require our attention (i.e., along Hazeline Avenue and Catawba Street in Gaston County, and along Moores
Chapel Loop in Mecklenburg County).
From an environmental perspective, the expanded Study Area locations along the Y-lines fall within
residential (Gaston side) and commercial (Mecklenburg side) areas along the banks of the Catawba River,
additionally located in the south-central Piedmont physiographic region of the state. Within Gaston
County, the Y-line extensions consist of four (4) soil types, all of which are considered to be eroded,
severely disturbed by modern development, or frequently flooded (Gaston sandy clay loam, 2-8% slopes,
eroded [GaB2], Gaston sandy clay loam, 8-15% slopes, eroded [GaD2], Cecil -Urban land complex, 2-8%
slopes [CfB], and Chewacla loam, frequently flooded [Ch]). Within Mecklenburg County, the Y-line
extension consists of two (2) soil types, both of which are considered to be eroded (Cecil sandy clay loam,
8-15% slopes, eroded [CeD2] and Cecil sandy clay loam, 2-8% slopes, eroded [CeB2]). Based on the poor
soil conditions and the level of development, the preservation of intact archaeological resources would not
be anticipated within the Y-line extension areas of the Study Area.
As before, the Office of State Archaeology (OSA) has reviewed numerous projects within the vicinity of
the overall Study Area for environmental compliance, including utility upgrades/improvements (ERs 92-
7435, 96-9138, 00-9210, 13-2894, and 21-0583, and GS 21-2294), residential development (ERs 89-0201,
16-1492, 17-0557, and 20-1700), transportation improvements (ERs 08-2567 [TIP# B-4752], 18-1641, 19-
2816, 19-2937 [as well as the Charlotte Outer Loop project]), commercial development (ERs 18-3032, 21-
1953, 21-2259, and 22-1552), a new hospital (ER 21-0014), a borrow pit (ER 18-0611), and a hazardous
waste site (ER 10-0924). Stating a low probability for intact and significant archaeological resources to be
present, OSA did not require an archaeological survey for most of these projects. However, archaeological
surveys were recommended and conducted for large-scale projects like the Catawba-Wateree
Hydroelectric Relicensing Project (Millis 2005 [OSA Biblio# 5430]), which included several islands and
the riverbanks to either side of the Catawba River in the vicinity of the overall Study Area. In addition,
one of the proposed corridors for the Charlotte Outer Loop intersects/overlaps with the Mecklenburg
portion of the Study Area. Although numerous resources were identified and/or revisited as part of these
two large surveys, none was located within or adjacent to the overall Study Area as currently designed.
Within five (5) miles of the overall Study Area, NCDOT's Archaeology Team has reviewed at least thirty
(30) transportation -related projects for environmental compliance under the Programmatic Agreement
(PA) with the State Historic Preservation Office (NC-HPO), including this very project twice. An
archaeological survey was not recommended for most of these projects (28/30), based on the presence of
heavily modified soils and/or poorly drained or eroded soil conditions. Archaeological surveys were
recommended and conducted for the widening of I-85 (PA 16-01-0004 [TIP# I-5719 and C-5600G]) and
for the replacement of Bridge No. 82 on US 29/US 74 over the South Fork of the Catawba River (PA 16-
01-0110). Four (4) archaeological sites were documented as a result of the widening project; however,
none of the sites was determined eligible for the NRHP. Three of the four sites documented were
cemeteries and, thus, are afforded an additional level of protection based on the nature of the resource. No
archaeological resources were recorded at all from the survey for the bridge replacement project.
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM `NO ARCHAEOLOGICAL SURVEY REQ UI
2 of ATTACHMENT 1 C
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Project Tracking No.
1-17-12-0050
Based on the information above and given the small size of the areas that have been added to the overall
Study Area, there is still a low probability for significant prehistoric and/or historic archaeological
materials to be present. Therefore, it is believed that the expanded Study Area, as depicted, is unlikely to
contain intact and significant archaeological resources. No archaeological survey is required for this
project. If design plans change or are made available prior to construction, then additional consultation
regarding archaeology will be required. At this time, no further archaeological work is recommended. If
archaeological materials are uncovered during project activities, then such resources will be dealt with
according to the procedures set forth for "unanticipated discoveries," to include notification of NCDOT's
Archaeology Team.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
Other:
FINDING BY NCDOT ARCHAEOLOGIST: NO ARCHAEOLOGY SURVEY REQUIRED
d� � Gh October 5 2022
NCDOT ARCHAEOWOGIST II Date
Figure 1: Belmont, NC (USGS 1973) and Charlotte West, NC (USGS 1968 [PR80]).
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM `NO ARCHAEOLOGICAL SURVEY REQ UI
3of3 ATTACHMENT 1A
3OF4

ATTACHMENT IA
4 OF 4

Historic
Architecture
and
Landscapes

Project Tracking No. (Internal Use
17-12-0050
HISTORIC ARCHITECTURE AND LANDSCAPES
ASSESSMENT OF EFFECTS FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-6051/U-6143
County:
Gaston/Mecklenburg
Formerly BR-0020
"S No.:
Document
T e:
Fed Aid No:
Not assigned
Funding:
❑ State ® Federal
Federal
® Yes ❑ No
Permit
USACE 404
Permit(s):
Type(s):
FERC Conveyance of
Easement Permit
Project Description:
[B-6051] Replace Bridge 91 over Catawba River (Lake Wylie) on US 74 (Wilkinson Boulevard)
between Belmont and Charlotte (Gaston/Cleveland Counties) and
[U-6143] Improvements to the intersection of Catawba Street and US 74 (Wilkinson Boulevard)
in Belmont, NC.
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusion
On January 16, 2019 a search of NC HPOWEB GIS Service map revealed that in addition to the
National Register -eligible Bridge No. 91, the North Carolina Vocation Textile School is in the
Area of Potential Effects for this project. In a letter dated October 8, 2019, HPO concurred in the
recommendation that the school is eligible for National Register Listing. An Effects meeting was
held on June 28, 2022.
ASSESSMENT OF EFFECTS
Property Name:
North Carolina Vocation
Status:
DE
Textile School
Survey Site No.:
GS3287
PIN:
Effects
❑ No Effect ® No Adverse Effect ❑ Adverse Effect
Explanation of*Effects Determination:
The project stops at the existing curb in front of the school. There is an existing PUE that will not
change for the project. A guy wire will be placed within the existing PUE.
List of*Environmental Commitments:
Historic Architecture and Landscapes EFFECTS ASSESSMENT form forMinor Transportation Projects as Qualified in the 2007Programmatic Agreement
Page 1 of 2 ATTACHMENT 2
1 OF 2

Property Name:
Bridge No. 91
Status:
DE
Survey Site No.:
GS3298
PIN:
Effects
❑ No Effect ❑ No Adverse Effect ® Adverse Effect
Explanation of*Effects Determination:
The bridge will be removed and replaced.
List of Environmental Commitments:
A Memorandum of Agreement will be developed between FHWA, HPO, and NCDOT. FHWA
intends to apply its Programmatic Section 4(f) Evaluation and Approval for FHWA Projects that
Necessitate the Use of Historic Bridges.
SUPPORT DOCUMENTATION
❑Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ®Design Plans
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic Architecture and Landscapes — ASSESSMENT OF EFFECTS
—DocuSigned by:
NCDOT Architectural Historian
—pDocuu�S��ignedfq.�.b�y:
06/29/2022
Date
07/05/2022
State Historic Preservation Office Representative Date
--Do{'c�/u,Sig'n�e1d' by:
I , '�,
J �l w (Awku
Federal Agency Representative
06/29/2022
Date
Historic Architecture and Landscapes EFFECTSASSESSMENT form forMinor Transportation Projects as Qualified in the 2007Programmatic Agreement
Page 2 of 2 ATTACHMENT 2
2OF2

Project Tracking No. (Internal Use
17-12-0050
Update
HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-6051/U-6143 Formerly
County:
Gaston/Mecklenburg
BR-0020
WBS No.:
BP2,R015.1
Document
FCE
T e:
Fed. Aid No:
Funding:
❑ State ® Federal
Federal
® Yes ❑ No
Permit
USACE 404 FERC
Permit(s):
Type(s):
Conveyance of Easement
Permit
Proiect Description:
[B-6051] Replace Bridge 91 over Catawba River (Lake Wylie) on US 74 (Wilkinson Boulevard)
between Belmont and Charlotte (Gaston/Cleveland Counties) and [U-6143] Improvements to the
intersection of Catawba Street and US 74 Wilkinson Boulevard in Belmont, NC.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
In June of 2022, an Effects form was signed by NCDOT, SHPO, and FHWA. Since that time
new study area was added to the project. A review of the additional study area was completed on
October 11, 2022. There is one potential historic site, a 1954 Weigh Station located on
Mecklenburg County PIN 05323102. Current plans propose to repave Moores Chapel Loop and
create a cul-de-sac beyond the parcel on which the Weigh Station sits. No survey is required at
this time. If designs change and the project encroaches on the parcel, an Eligibility Evaluation
will be required.
Why the available information provides a reliable basis for reasonably predictin- that there are
no unidentified sig-nificant historic architectural or landscape resources in the proiect area:
Using HPO GIS website and county tax data provides reliable information regarding the structures in the
APE. These combined utilities are considered valid for the purposes of determining the likelihood of
historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
skeLbu Rzeap
NCDOT Architectural Historian
Date
October 11, 2022
Historic Architecture and Landscapes NO SURVEY REQ UIREDform for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 3 ATTACHMENT 3
1 OF 3

9
Y
M s�##coor -94M
� b •41 e I
Original APE
i
STON
1 _
Additional Study Area
MECKL.ENBURG
Historic Architecture and Landscapes NO SUR VEYREQUIREDformforMinor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 3 ATTACHMENT 3
2OF3

1954 Weigh Station
Historic Architecture and Landscapes NO SURVEY REQ UIREDform for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 3 of 3 ATTACHMENT 3
3OF3

MEMORANDUM OF AGREEMENT
AMONG THE FEDERAL HIGHWAY ADMINISTRATION,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
REPLACEMENT OF GASTON COUNTY BRIDGE NO. 91 ON US 74
OVER THE CATAWBA RIVER IN GASTON COUNTY
NORTH CAROLINA
NCDOT TIP B-6051
WHEREAS, the Federal Highway Administration (FHWA) has determined that
Transportation Improvement Project B-6051 — the replacement of the structurally
deficient, four -lane Gaston County Bridge No. 91 on US 74 over the Catawba River in
Gaston County (the Undertaking) — will have an adverse effect upon Bridge No. 91, a
steel stringer bridge determined eligible for listing in the National Register of Historic
Places (NRHP) (historic property); and
WHEREAS, the FHWA has consulted with the North Carolina State Historic
Preservation Officer (SHPO) pursuant to Section 106 of the National Historic
Preservation Act (16 U.S.C. 470f), as amended by 54 USC §§ 300101, et seq., and its
implementing regulations, 36 CFR Part 800; and
WHEREAS, NCDOT has participated in the consultation and has been invited by the
FHWA and the SHPO to be a signatory to this MOA; and
WHEREAS, the FHWA has notified the Advisory Council on Historic Preservation
(Council) of the adverse effect, and the Council has declined to comment or participate in
the consultation,
NOW, THEREFORE, the FHWA, NCDOT, and the North Carolina SHPO agree that
the Undertaking shall be implemented in accordance with the following stipulations to
take into account the effects of the Undertaking on the historic property.
STIPULATIONS
The FHWA and NCDOT will ensure that the following measures are carried out:
I. Photographic Recordation
Prior to the initiation of construction, NCDOT will record the existing conditions of
the Gaston County Bridge No. 91 in accordance with the attached Historic Structures
and Landscape Recordation Plan (Appendix A). Copies of the documentation will be
deposited in the files of the North Carolina Historic Preservation Office (NC HPO)
and NCDOT's Historic Architecture Group.
B-6051 Memorandum of Agreement
December 21, 2022
ATTACHMENT 4
1 OF 5

II. Design Replacement Structure
NCDOT will ensure the following elements are incorporated into the design and
construction of the new bridge:
A. Church Rail
B. New End Rails will emulate the curve of existing end rails and include replica
plaques
III. Unanticipated Discoveries
A. In accordance with 36 CFR 800.13(a), if NCDOT identifies any one or more
additional cultural resources during construction and determines them to be
eligible for the NRHP, all work shall halt within the limits of the NRHP-
eligible resource(s), and the FHWA and North Carolina SHPO will be
contacted. If, after consultation with the Signatories additional mitigation is
determined necessary, the NCDOT, in consultation with the Signatories, will
develop and implement appropriate protection and/or mitigation measures for
the resource(s).
B. Inadvertent or accidental discovery of human remains will be handled in
accordance with North Carolina General Statute Chapters 65 and 70.
IV. Dispute Resolution
Should any of the Parties to this Agreement object within thirty (30) days to any
plans or documentation provided for review pursuant to this MOA, the FHWA shall
consult with the objecting Party(ies) to resolve the objection. If the FHWA or the
objecting Party(ies) determines that the objection cannot be resolved, the FHWA
will forward all documentation relevant to the dispute to the Council. Within thirty
(30) days after receipt of all pertinent documentation, the Council will either:
A. Provide the FHWA with recommendations, which the FHWA will take into
account in reaching a final decision regarding the dispute; or
B. Notify the FHWA that it will comment pursuant to 36 CFR Section 800.7(c)
and proceed to comment. Any Council comment provided in response to such
a request will be taken into account by the FHWA in accordance with
36 CFR Section 800.7(c)(4), with reference to the subject of the dispute.
Any recommendations or comments provided by the Council will be understood to
pertain only to the subject of the dispute; the FHWA's responsibility to carry out all
the actions under this Agreement that are not the subject of the dispute will remain
unchanged.
V. Amendments
Should any of the Signatories to this MOA believe that its terms cannot be carried out
or that an amendment to the terms must be made, the Party(ies) shall immediately
consult with the other Party(ies) to develop amendments in accordance with
36 CFR 800.6(c)(7). If an amendment cannot be agreed upon, the dispute resolution
process set forth in Stipulation III will be followed.
VI. Termination
B-6051 Memorandum of Agreement
December 21, 2022
ATTACHMENT 4
2 OF 5

Any of the Signatories may terminate this MOA by providing notice to the other
Parties, provided that the Parties consult during the period prior to termination to
make a good faith effort to seek agreement on amendments or other actions that
would avoid termination. Termination of this MOA will require compliance with
36 CFR 800. This MOA may also be terminated by the execution of a subsequent
MOA that explicitly terminates or supersedes its terms.
VIL Duration
Unless terminated pursuant to Stipulation III above, this MOA will be in effect until
the FHWA, in consultation with the other Signatories, determines that all its terms
have satisfactorily been fulfilled or if NCDOT is unable or decides not to construct
the Undertaking.
Execution of this MOA by the FHWA, NCDOT, and the North Carolina SHPO, its
subsequent filing with the Council, and implementation of its terms is evidence that the
FHWA has afforded the Council an opportunity to comment on the Undertaking, and that
the FHWA has taken into account the effects of the Undertaking on the historic property.
B-6051 Memorandum of Agreement
December 21, 2022
ATTACHMENT 4
3OF5

AGREE:
Federal Highway Administration
By:
John F
N— --,v c --'�-
Sullivan III, P.E.
Division Administrator
Date: 1 /23/2023
North Carolina State Historic Preservation Officer
By: Date: 12/19/2022
Dr. Darin J. aters
State Historic Preservation Officer
Nort � Department of Transportation
By: Date:
Jamie J. Lancaster, P.E.
Environment Analysis Unit Head
FILED:
By: Date:
[Name]
[Title]
Advisory Council on Historic Preservation
1212212022
B-6051 Memorandum of Agreement
December 21, 2022
ATTACHMENT 4
4 OF 5

APPENDIX A
Historic Structures and Landscape Recordation Plan for
the Replacement of Gaston County Bridge No. 91
Gaston County
North Carolina
NCDOT TIP B-6051
Photographic Requirements
■ Representative pictures of the Gaston County Bridge No. 91, including elevation and
oblique views of the bridge and its setting.
Photographic Format
■ Color digital images (all views) shot with an SLR digital camera with a minimum
resolution of 6 megabyte pixels, at a high quality (preferably RAW) setting, to be
saved in TIF format as the archival masters and labeled according to NC HPO
standards.
■ Drone photographic standards if different from above
■ File names for each image should follow the format:
SS# ResourceName_DateofPhoto_InitialsofPhotog-FrameNo.tif.
■ Printed inventory (photolog) of the images should be provided as a table with the file
name and description for each image — including subject, location, date, and
photographer information for each image.
■ Contact sheets should be printed on premium quality, bright white paper (241b) or
photo paper with a maximum of nine images per sheet. The back of the contact sheet
should have the following information written in archival black ink.
NCDOT TIP#
NCHPO ER#
NCDOT Photorecordation for MOA
Survey Site Number and Name of Property
Road Name
Vicinity or Town
County
Photographer's Name and Date of Photography
■ A labeled map with a key to the shots and photographs should be included in the
documentation.
■ The individual images, photolog, and map should be saved electronically on a
compact disc labeled similar to the contact sheets.
Copies and Curation
■ One (1) set of all above mentioned photographic documentation, including the
compact disc of labeled images, will be deposited with the North Carolina Office of
Archives and History/NC HPO to be made a permanent part of the statewide survey
and iconographic collection.
■ One (1) set of contact sheets shall be deposited in the files of the NCDOT's Historic
Architecture Group.
B-6051 Memorandum of Agreement
December 21, 2022
ATTACHMENT 4
5OF5

NORTH CAROLINA DIVISION
FINAL NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL
FOR FEDERALLY AIDED HIGHWAY PROJECTS
THAT NECESSITATE THE USE OF HISTORIC BRIDGES
F. A. Project To be determined prior to let
W.B.S. No. 48708.1.1 & 48326.1.1
TIP No. B-6051 & U-6143
PROJECT DESCRIPTION
B-6051/U-6143 — The purpose of this project is to address geometric deficiencies of the bridge
and its approaches on Wilkinson Boulevard, the emergency detour needs of 1-85, the
navigational clearance requirements over Lake Wylie and to improve the intersection of
Wilkinson Boulevard and Catawba Street to address deficient turning movements.
The project proposes to replace Bridge No. 91 carrying Wilkinson Boulevard to build a new
bridge with six 12' lanes, a 4' concrete median, 5' offsets between the outside travel lane and a
concrete barriers separating the travel lanes from and two 10' wide multi use paths on either
side of the bridge. The approaches will connect to the existing six lane geometry on the
western terminus (just west of Catawba St.) and to the existing five lane geometry on the
eastern terminus (just east of ISWA Nature Preserve entrance). Typical sections illustrating
the details of the new bridge, Wilkinson and Catawba Street are included in Figure 2 (Public
Meeting Map).
The intersection of Wilkinson Boulevard and Catawba Streets will be modified into an offset
reduced conflict intersection design as shown in Figure 2. Two left hand turn lanes will be
included for traffic from WB Wilkinson to Catawba and two right hand turn lanes will be
included for NB Catawba Street traffic to Wilkinson Boulevard. Work will extend approximately
670' down NC 7.
Yes No
Is the bridge to be replaced or rehabilitated
with Federal funds? 2 ❑
Does the project require the use of a historic
bridge structure which is on or eligible for the ❑
National Register of Historic Places?
Is the bridge a National Historic Landmark? ❑
Has agreement been reached among the
FHWA, State Historic Preservation Officer
(SHPO), and the Advisory Council on Historic 1A ❑
Preservation (ACHP) though procedures
pursuant to Section 106 of the National
Historic Preservation Act?
ATTACHMENT 5
1 OF 4

ALTERNATIVES CONSIDERED AND FOUND NOT TO BE FEASIBLE AND PRUDENT
The following alternatives were evaluated and found
not to be feasible and prudent:
Yes No
Do Nothing
Does the "do nothing" alterative:
a) correct the problem situation that caused
the bridge to be considered deficient? ❑
b) pose serious and unacceptable safety
hazards? 2 ❑
2. Build a new structure at a different
location without affecting the historic
intefzrity of the structure.
(a) The following reasons were reviewed:
(Circle, as appropriate)
(i) he present bridge has already
been located at the only feasible
and prudent site
and/or (ii) Adverse social, environmental,
or economic impacts were noted
and/or (iii) Cost and engineering difficulties
reach extraordinary magnitude
and/or (iv) The existing bridge cannot be
preserved due to the extent of
rehabilitation, because no
responsible party will maintain
and preserve the historic bridge,
or the permitting authority
requires removal or demolition.
Part of the Purpose and Need of the project is addressing navigational clearance
requirements of both the Duke Energy FERC License and of Charlotte Fire Department
who operate rescue boats that cannot pass underneath the existing bridge. The
existing bridge does not have sufficient navigational clearance to meet either need.
The structure must therefore be replaced to meet the purpose of the project.
ATTACHMENT 5
2OF4

3. Rehabilitate the historic bridge without
affecting the historic integrity of the
structure.
(a) The following reasons were reviewed:
(circle, as appropriate)
(i) The bridge is so structurally
deficient that it cannot be
rehabilitated to meet the
acceptable load requirements
and meet National Register
criteria
and/o (ii) The bridge is seriously
deficient geometrically and
cannot be widened to meet the
required capacity and meet
National Register criteria
The bridge cannot be rehabilitated or widened without compromising the historic
aspects of the bridge. Building a parallel bridge would not meet the navigational
clearance issue with the existing bridge as described in Item 2 above.
uni► irrTINW*]►1r.»:reilk] LTA i
The project includes all possible planning
to minimize harm.
2. Measures to minimize harm include the
following: (circle, as appropriate)
a. For bridges that are to be rehabilitated, the historic integrity of
the bridge is preserved to the greatest extent possible,
consistent with unavoidable transportation needs, safety, and
load requirements.
b. For bridges that are to be rehabilitated to the point that the
historic integrity is affected or that are to be removed or
demolished, the FHWA ensures that, in accordance with
the Historic American Engineering Record (HAER) standards, or
other suitable means developed through consultation, fully
adequate records are made of the bridge.
c. For bridges that are to be replaced, the existing bridge is made
available for an alternative use, provided a responsible party
agrees to maintain and preserve the bridge.
Od For bridges that are adversely affected, agreement among the
SHPO, ACHP, and FHWA is reached through the Section
106 process of the NHPA on measures to minimize harm and
those measures are incorporated into the project.
ATTACHMENT 5
3OF4

3. Specific measures to minimize harm are
discussed below:
Photo Recordation of the Bridge and Preservation
• Providing Digital As -Built Plans
• Include Church Rail as part of the new bridge and details simulating the shape of
the existing end rail with replica plaques.
Note: Any response in a box requires additional information prior to approval. Consult
Nationwide 4(f) evaluation.
COORDINATION
The proposed project has been coordinated with the following (attach correspondence):
a. State Historic Preservation Officer
[�
b. Advisory Council on Historic Preservation
[�
c. Local State and Federal Agencies
[�
d. U.S. Coast Guard
N/A
for bridges requiring bridge permits
SUMMARY AND APPROVAL
The project meets all criteria included in the programmatic 4(f) evaluation approved on July 5,
1983.
All required alternatives have been evaluated and the findings made are clearly applicable to
this project.
There are no feasible and prudent alternatives to the use of the historic bridge. The project
includes all possible planning to minimize harm, and there are assurances that the measures to
minimize harm will be incorporated in the project.
All appropriate coordination has been successfully completed.
Approved:
FDocuSigned by:
5/3/2023 Astg—
Date
5/8/2023
Date
David Stutts, Project Engineer, PEF Program Management
North Carolina Department of Transportation
—DocuSigned by:
Lo ems, 6.",Q.n,
for John SUfiiv4ht; Jff1W41bivision Administrator
Division Administrator, FHWA
4 ATTACHMENT 5
4OF4

Tribal
Coordination

DocuSign Envelope ID:4EBBE61B-CEA5-4EAE-B8CC-E56D713FEA08
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
August 21, 2019
Dr. Wenonah Haire
Tribal Historic Preservation Officer
Catawba Indian Nation
1536 Tom Steven Road
Rock Hill, SC 29730
Dear Dr. Haire,
JAMhs H. TROGDON III
SECRETARY
The North Carolina Department of Transportation has begun the project development, environmental, and
engineering studies for the replacement of Bridge No. 91 on US 29/74 (Wilkinson Blvd) over Catawba
River in Gaston and Mecklenburg Counties. The project, known as BR-0020, has become federally funded
and is now designated as B-6051. The Federal Highway Administration (FHWA) is the lead federal agency.
A finding of no archaeological survey required has been determined for this project and no further studies
are required.
The project vicinity map and no archaeological survey required form are attached.
We would appreciate any information you might have that would be helpful in evaluating potential tribal
impacts of the project including recommendation of alternates to be studied. Please respond by September
6t'', 2019 so that your comments can be used in the development of this project. If you have any questions
concerning this project, please contact me at dstuttsnncdot.gov or [phone].
Thank you,
Do�cuSig�edned �byyf:
.�E
Asx—
A4A2999A8BG64F2...
David Stuffs, P.E.
NCDOT Project Engineer — PEF/Program Management
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone: [phone] BIRCH RIDGE DRIVE
STRUCTURES MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1581 MAIL SERVICE CENTER
RALEIGH NC 27699 Website: www.nedot.gov

Catawba Indian Nation
Tribal Historic Preservation Office
1636 Tom Steven Road
Rock Hill, South Carolina 29730
office 003-328-242T
Fax [phone]T91
September 20, 2019
Attention: David Stutts
NC Department of Transportation
1581 Mail Service Center
Raleigh, NC 27699
Re. THPD # TCNS # Project Description
2019-193-31 Replacement of Bridge No. 91 on US 29174 over Catawba River in Gaston & Mecklenburg
Dear Mr. Stubs,
The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas_ However, the Catawba are to be notified if Native American
artifacts and 1 or human remains are located during the ground disturbance phase
of this project.
If you have questions please contact Caitlin Rogers at 803-328-2427 ext• 226, or e-maii
caitlinh Qccpperafts• com.
Sincerely,
Wenonah G. Haire I
Tribal Historic Preservation Officer

From:
Maggie Wiener
To:
"elizabeth-toombsCai)cherokee.ora"
Cc:
"loretta.barren(abdot.aov"; "Stutts. David S"; Wilkerson. Matt T; John Williams
Subject:
RE: Cherokee Nation Coordination Letter
Date:
Sunday, August 25, 2019 3:04:25 PM
Attachments:
Location Man BR-0020 B-6051.odf
Structure 350091 Resubmitted Gaston No Archaeoloaical Survey Reauired Form.odf
imaae001.ona
imaae002.ona
imaae003.ona
imaae004.ona
imaae005.ona
Elizabeth,
Also please find attached the vicinity map and no archaeological survey form required forth is
project.
Thank you
From: Maggie Wiener
Sent: Sunday, August 25, 2019 2:36 PM
To:'[e-mail]' <[e-mail]>
Cc:'[e-mail]' <[e-mail]>;'Stutts, David S' <[e-mail]>;
Wilkerson, Matt T <[e-mail]>; John Williams <[e-mail]>
Subject: Cherokee Nation Coordination Letter
Hi Elizabeth,
Please find attached the tribal coordination letter for BR-0020/13-6051 bridge replacement in Gaston
County. Let us know any comments or questions you may have regarding this project.
Thank you,
Maggie Wiener
MAGGIE WIENER
Environmental Planner
K K
900 Ridgefield Drive, Suite 350
Raleigh, NC 27609
919-878-9560 P 1 919-653-7472 D 1 919-349-6516 C
www.rkk.com
Responsive People I Creative Solutions
E 13 U YouM

From: Maggie Wiener
To: "russtown(abnc-cherokee.com"
Cc: "loretta.barren(abdot.aov"; "Stutts. David S"; "Wilkerson. Matt T"; John Williams
Subject: RE: EBCI Coordination Letter
Date: Sunday, August 25, 2019 3:05:36 PM
Attachments: Structure 350091 Resubmitted Gaston No Archaeoloaical Survey Reauired Form.odf
Location Man BR-0020 B-6051.odf
imaae001.ona
imaae002.ona
imaae003.ona
imaae004.ona
imaae005.ona
Russell,
Also please find attached the vicinity map and no archaeological survey form required forth is
project.
Thank you
From: Maggie Wiener
Sent: Sunday, August 25, 2019 2:39 PM
To:'[e-mail]' <[e-mail]>
Cc:'[e-mail]' <[e-mail]>;'Stutts, David S' <[e-mail]>;
Wilkerson, Matt T <[e-mail]>; John Williams <[e-mail]>
Subject: EBCI Coordination Letter
Hi Russell,
Please find attached the tribal coordination letter for BR-0020/13-6051 bridge replacement in Gaston
County. Let us know any comments or questions you may have regarding this project.
Thank you,
Maggie Wiener
MAGGIE WIENER
Environmental Planner
K K
900 Ridgefield Drive, Suite 350
Raleigh, NC 27609
919-878-9560 P 1 919-653-7472 D 1 919-349-6516 C
www.rkk.com
Responsive People I Creative Solutions
E 13 U YouM

From: Maggie Wiener
To: "estevens(a ukb-nsn.aov"
Cc: "loretta.barren(abdot.aov"; "Stutts. David S"; "mtwilkerson(a ncdot.aov"; John Williams
Subject: United Keetoowah Tribal Coordination
Date: Monday, August 26, 2019 10:40:05 AM
Attachments: imaae001.ona
imaae002.ona
imaae003.ona
imaae004.ona
imaae005.ona
Tribal Coordination Letter Keetoowah.docx.odf
Location Man BR-0020 B-6051.odf
Structure 350091 Resubmitted Gaston No Archaeoloaical Survey Reauired Form.odf
Hi Eldine,
Please find attached the tribal coordination letter for BR-0020/B-6051 bridge replacement in Gaston
County, as well as the vicinity map and no archaeological survey required form. I apologize that the
letter is addressed to Erin Thompson —we just found out to send the letter to you rather than Erin.
Please let us know any comments or questions you may have regarding this project.
Thank you,
Maggie Wiener
MAGGIE WIENER
Environmental Planner
K K
900 Ridgefield Drive, Suite 350
Raleigh, NC 27609
919-878-9560 P 1 919-653-7472 D 1 919-349-6516 C
www.rkk.com
Responsive People I Creative Solutions
f lt� i . Tutie

Revised
PJD
Request

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
May 24, 2024
Crystal Amschler
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
crystal.c.amschler(cusace.army.mil
J.R. "JOEY" HOPKfNs
SECRETARY
SUBJECT: Revised Preliminary Jurisdictional Determination request for the proposed
replacement of Bridge 91 on US 29/74 (Wilkinson Boulevard) over Catawba
River (Lake Wylie) Gaston and Mecklenburg Counties, STIP B-6051.
WBS Element 48708.1.1
Dear Ms. Amschler,
The enclosed is a Preliminary Jurisdictional Determination (PJD) package referencing the
additional project study areas for your review, which includes the following attachments:
■ Figure 1 —Vicinity Map
■ Figure 2 — Topographic Map
■ Figure 3 —NRCS Soil Survey Map
■ Figure 4 — Aerial Map
■ USACE Wetland Determination Data Forms
■ USACE Upland Determination Data Forms
■ NCWAM Forms
■ Preliminary JD Form
■ JD Request Form
■ ORM Sheet (separate electronic attachment)
The original study area has an existing U.S. Army Corps of Engineers Action ID SAW-2019-
00027. The project has had previous coordination Mr. Eric Alsmeyer of the USACE Raleigh field
office.
The GPS equipment utilized to locate features on this project was a Trimble® DA2TM with sub -
meter accuracy.
The following tables provide a summary of the stream, wetland, and surface water information
for the project study area.
Table 1. Status of streams in the study area
Map ID
Length (ft.)
Classification
Compensatory Mitigation
River Basin Buffer
Required
SC
459
Perennial
Yes
No
SD
110
Perennial
Yes
No
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH, NC 27610

Table 2. Characteristics of wetlands in the study area
Map ID
NCWAM
Forested
NCWAM
Hydrologic
404/401
Area (ac.) in
Classification
Rating
Classification
or 401
Study Area
WC
Bottomland
Yes
High
Riparian
404/401
0.29
Hardwood Forest
WD
Bottomland
Yes
High
Riparian
404/401
0.31
Hardwood Forest
WE
Bottomland
Yes
High
Riparian
404/401
0.10
Hardwood Forest
Total
0.70
Table 3. Surface waters in the study area
Surface Water
Map ID of
Area (ac) in Study Area
River Basin Buffer
Connection
Catawba River (Lake
Catawba River
0.21
Yes
Wylie)
Please contact me at [phone] ([e-mail]) or our consultant, Chris Rivenbark
at [phone] (crivenbark(a�rkk.com) if you have any questions or would like additional
information.
Sincerely,
I Utia."w A. 13a rreff
William A. Barrett, Environmental Program Consultant
ECAP Western Region
NCDOT — Environmental Analysis Unit
cc:
Steve Brumagin, Charlotte Regulatory Field Office, USACE
Beth Plummer, Transportation Permitting Branch, NCDWR

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PREPARED BY: NORTH CAROLINA of
DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
STIP PROJECT: B-6051
PROPOSED BRIDGE REPLACEMENT ON US 29/74
OVER CATAWBA RIVER
GASTON & MECKLENBURG COUNTIES
FIGURE 1: VICINITY MAP

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PREPARED BY:
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
vz�FZ3 ENVIRONMENTAL ANALYSIS UNIT '
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STIP PROJECT: B-6051
PROPOSED BRIDGE REPLACEMENT ON US 29/74
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GASTON & MECKLENBURG COUNTIES
FIGURE 2 : TOPOGRAPHIC MAP

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PREPARED BY: vo
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION 9F
Ceo ENVIRONMENTAL ANALYSIS UNIT
+ �TOrT N �N
STIP PROJECT: B-6051
PROPOSED BRIDGE REPLACEMENT ON US 29/74
OVER CATAWBA RIVER
GASTON & MECKLENBURG COUNTIES
FIGURE 3 : NRCS SOILS SURVEY MAP

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PREPARED BY., NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
STIP PROJECT: B-6051
PROPOSED BRIDGE REPLACEMENT ON US 29/74
OVER CATAWBA RIVER
GASTON & MECKLENBURG COUNTIES
FIGURE 4: AERIAL MAP

U.S. Army Corps of Engineers OMB Control #: 0710-0024, Exp:1113012024
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority: AR335-15, paragraph 5-2a)
Project/Site: B-6051 City/County: Gaston County Sampling Date: 10/27/2020
Applicant/Owner: NCDOT State: NC Sampling Point: WC -WET
Investigator(s): Matt Martin / Hal Bain Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplan Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.2455032 Long:-81.0137603 Datum: NAD83
Soil Map Unit Name: Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Wetland hydrology, hydric soil and hydrophytic vegetation are present
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
X Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
X Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 2
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Hydrology is Present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WC -WET
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 3000 sq ft )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Ulmus americana
15
Yes
FACW
Number of Dominant Species
2.
Fraxinus pennsylvanica
15
Yes
FACW
That Are OBL, FACW, or FAC: 8 (A)
3.
Acernegundo
15
Yes
FAC
Total Number of Dominant
4.
Platanus occidentalis
5
No
FACW
Species Across All Strata: 9 (B)
5
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 88.9% (A/B)
7.
Prevalence Index worksheet:
50
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
25
20% of total cover:
10
OBL species 70 x 1 = 70
Sapling/Shrub Stratum (Plot size: 3000 sq ft
)
FACW species 50 x 2 = 100
1.
Fraxinus pennsylvanica
10
Yes
FACW
FAC species 45 x 3 = 135
2.
Acernegundo
10
Yes
FAC
FACU species 0 x 4 = 0
3.
Ulmus americana
5
No
FACW
UPL species 5 x 5 = 25
4.
Liquidambarstyraciflua
5
No
FAC
Column Totals: 170 (A) 330 (B)
5.
Prevalence Index = B/A = 1.94
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is <-3.0'
30
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
15
20% of total cover:
6
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 3000 sq ft )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Saururus cernuus
40
Yes
OBL
'Indicators of hydric soil and wetland hydrology must be
2.
Dulichium arundinaceum
20
Yes
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Persicaria sagittata 10 No OBL
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
70
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
35
20% of total cover:
14
height.
Woody Vine Stratum (Plot size: 3000 sq ft )
1.
Toxicodendron radicans
15
Yes
FAC
2.
Pueraria montana
5
Yes
UPL
3.
4.
5.
Hydrophytic
20
=Total Cover
Vegetation
50% of total cover:
10
20% of total cover:
4
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic Vegetation is present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: WC -WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Locz
Texture Remarks
0-3
10YR 4/3
100
Loamy/Clayey
3-6
10YR 4/2
95
10YR 5/6 5 C M
Loamy/Clayey Prominent redox concentrations
6-18
10YR 4/2
85
10YR 5/6 15 C M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil is present.
RM=Reduced Matrix, MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
—Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 1479 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_Red Parent Material (F21)
(outside MLRA 127, 1479 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-0024, Exp:1113012024
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority: AR335-15, paragraph 5-2a)
Project/Site: B-6051 City/County: Gaston County Sampling Date: 10/27/2020
Applicant/Owner: NCDOT State: NC Sampling Point: WD-WET
Investigator(s): Matt Martin / Hal Bain Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplan Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.2452995 Long:-81.0142873 Datum: NAD83
Soil Map Unit Name: Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Wetland hydrology, hydric soil and hydrophytic vegetation are present. This wetland is comprised of two polygons within the floodplain of SD
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
X Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
—Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
X Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches): 0
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Hydrology is Present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WD-WET
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 3000 sq ft )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acernegundo
20
Yes
FAC
Number of Dominant Species
2.
Fraxinus pennsylvanica
15
Yes
FACW
That Are OBL, FACW, or FAC: 9 (A)
3.
Ulmus americana
10
Yes
FACW
Total Number of Dominant
4.
Species Across All Strata: 10 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 90.0% (A/B)
7.
Prevalence Index worksheet:
45
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
23
20% of total cover:
9
OBL species 40 x 1 = 40
Sapling/Shrub Stratum (Plot size: 3000 sq ft
)
FACW species 35 x 2 = 70
1.
Acernegundo
10
Yes
FAC
FAC species 30 x 3 = 90
2.
Alnus serrulata
5
Yes
OBL
FACU species 0 x 4 = 0
3.
Fraxinus pennsylvanica
5
Yes
FACW
UPL species 5 x 5 = 25
4.
Acersaccharinum
5
Yes
FACW
Column Totals: 110 (A) 225 (B)
5.
Prevalence Index = B/A = 2.05
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is <-3.0'
25
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
13
20% of total cover:
5
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 3000 sq ft )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Dulichium arundinaceum
20
Yes
OBL
'Indicators of hydric soil and wetland hydrology must be
2.
Persicaria sagittata
10
Yes
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Saururus cernuus 5 No OBL
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
35
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
18
20% of total cover:
7
height.
Woody Vine Stratum (Plot size: 3000 sq ft )
1.
Pueraria montana
5
Yes
UPL
2.
3.
4.
5.
Hydrophytic
5
=Total Cover
Vegetation
50% of total cover:
3
20% of total cover:
1
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic Vegetation is present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: WD-WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Locz
Texture Remarks
0-2
10YR 4/3
100
Loamy/Clayey
2-6
10YR 4/2
90
10YR 5/6 10 C M
Loamy/Clayey Prominent redox concentrations
6-18
10YR 4/2
85
10YR 5/6 15 C M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil is present.
RM=Reduced Matrix, MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
—Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 1479 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_Red Parent Material (F21)
(outside MLRA 127, 1479 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-0024, Exp:1113012024
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority: AR335-15, paragraph 5-2a)
Project/Site: B-6051 City/County: Gaston County Sampling Date: 10/27/2020
Applicant/Owner: NCDOT State: NC Sampling Point: WC -UP
Investigator(s): Matt Martin / Hal Bain Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Convex Slope (%): 12
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.2455082 Long:-81.0138421 Datum: NAD83
Soil Map Unit Name: Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Wetland hydrology, hydrophytic vegetation, and hydric soil are not present at this location
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_ Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
_Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Hydrology is not Present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WC -UP
Tree Stratum (Plot size: 3000 sq ft
1.
2.
3.
4.
5.
6.
7.
50% of total cover:
Sapling/Shrub Stratum (Plot size: 3000 sq ft )
1. Ligustrum sinense
2.
3.
4.
5.
6.
7.
8.
9.
Absolute Dominant Indicator
% Cover Species? Status
=Total Cover
20% of total cover:
15 Yes FACU
15 =Total Cover
50% of total cover: 8 20% of total cover: 3
Herb Stratum (Plot size: 3000 sq ft )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
is
50% of total cover:
Woody Vine Stratum (Plot size: 3000 sq ft )
1. Pueraria montana
2. Lonicera japonica
3.
4.
5.
_=Total Cover
20% of total cover:
35 Yes UPL
20 Yes FACU
55 =Total Cover
50% of total cover: 28 20% of total cover: 11
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic Vegetation is not present.
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
0
(A)
Total Number of Dominant
Species Across All Strata:
3
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
0.0%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
0
FACW species 0 x 2 =
0
FAC species 0 x 3 =
0
FACU species 35 x 4 =
140
UPL species 35 x 5 =
175
Column Totals: 70 (A)
315
(B)
Prevalence Index = B/A =
4.50
_ 1 - Rapid Test for Hydrophytic Vegetation
_2 - Dominance Test is >50%
_3 - Prevalence Index is:53.0'
_4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: WC -UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Locz Texture Remarks
0-18 5YR 4/6 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil is not Present
RM=Reduced Matrix, MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
—Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
—Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 1479 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_Red Parent Material (F21)
(outside MLRA 127, 1479 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-0024, Exp:1113012024
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority: AR335-15, paragraph 5-2a)
Project/Site: B-6051 City/County: Gaston County Sampling Date: 10/27/2020
Applicant/Owner: NCDOT State: NC Sampling Point: WD-UP
Investigator(s): Matt Martin / Hal Bain Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Convex Slope (%): 5-10
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.2452059 Long:-81.0142967 Datum: NAD83
Soil Map Unit Name: Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Wetland hydrology, hydrophytic vegetation, and hydric soil are not present at this location
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_ Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
_Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Hydrology is not Present.
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WD-UP
Tree Stratum (Plot size: 3000 sq ft
1.
2.
3.
4.
5.
6.
7.
50% of total cover:
Sapling/Shrub Stratum (Plot size: 3000 sq ft )
1. Ligustrum sinense
2.
3.
4.
5.
6.
7.
8.
9.
Absolute Dominant Indicator
% Cover Species? Status
=Total Cover
20% of total cover:
15 Yes FACU
15 =Total Cover
50% of total cover: 8 20% of total cover: 3
Herb Stratum (Plot size: 3000 sq ft )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
is
50% of total cover:
Woody Vine Stratum (Plot size: 3000 sq ft )
1. Pueraria montana
2. Lonicera japonica
3.
4.
5.
_=Total Cover
20% of total cover:
35 Yes UPL
20 Yes FACU
55 =Total Cover
50% of total cover: 28 20% of total cover: 11
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic Vegetation is not present.
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
0
(A)
Total Number of Dominant
Species Across All Strata:
3
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
0.0%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
0
FACW species 0 x 2 =
0
FAC species 0 x 3 =
0
FACU species 35 x 4 =
140
UPL species 35 x 5 =
175
Column Totals: 70 (A)
315
(B)
Prevalence Index = B/A =
4.50
_ 1 - Rapid Test for Hydrophytic Vegetation
_2 - Dominance Test is >50%
-3 - Prevalence Index is <-3.0'
_4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: WD-UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Locz Texture Remarks
0-18 5YR 4/6 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil is not Present
RM=Reduced Matrix, MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
—Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
—Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 1479 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_Red Parent Material (F21)
(outside MLRA 127, 1479 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

NC WAM FIELD ASSESSMENT FORM WC
Accompanies user manual version 5.0
USACE AID #
NCDWR#
Project Name
B-6051
Date of Evaluation
10-27-2020
Applicant/Owner Name
NCDOT, Division 12
Wetland Site Name
WC
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
Martin/Bain- RK&K
Level III Ecoregion
Piedmont
Nearest Named Water Body
Catawba River
River Basin
Catawba
USGS 8-Digit Catalogue Unit
03050101
County
Gaston
NCDWR Region
Mooresville
F— Yes M No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
35.2455032.-81.0137603
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑ Yes ® No
Regulatory Considerations - Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
❑ Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
® Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
❑ Blackwater
® Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑ Lunar ❑ Wind ❑ Both
Is the assessment area on a coastal island? ❑ Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No
Does the assessment area experience overbank flooding during normal rainfall conditions? ® Yes ❑ No
1. Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
®A ®A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ❑C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D ®D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

WC
4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
®A ®A ®A > 10% impervious surfaces
❑B ❑B ❑B Confined animal operations (or other local, concentrated source of pollutants
❑C ❑C ❑C >_ 20% coverage of pasture
❑D ❑D ❑D >_ 20% coverage of agricultural land (regularly plowed land)
®E ®E ®E >_ 20% coverage of maintained grass/herb
❑F ❑F ❑F >_ 20% coverage of clear-cut land
❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
®D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
®<_ 15-feet wide ❑> 15-feet wide ❑ Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed — adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
❑A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

WC
9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
❑A Evidence of short -duration inundation (< 7 consecutive days)
®B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
❑A ❑A ❑A >_ 500 acres
❑B ❑B ❑B From 100 to < 500 acres
❑C ❑C ❑C From 50 to < 100 acres
❑D ❑D ❑D From 25 to < 50 acres
❑E ❑E ❑E From 10 to < 25 acres
❑F ❑F ❑F From 5 to < 10 acres
❑G ❑G ❑G From 1 to < 5 acres
❑H ❑H ❑H From 0.5 to < 1 acre
®I ®I ®I From 0.1 to < 0.5 acre
❑J ❑J ❑J From 0.01 to < 0.1 acre
❑K ❑K ❑K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
❑A
>_ 500 acres
❑B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
®E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 % cover of exotics).

WC
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
TAA WT
o ®A ®A Canopy closed, or nearly closed, with natural gaps associated with natural processes
❑B ❑B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
T
o ❑A
❑A
Dense mid-story/sapling layer
®B
®B
Moderate density mid-story/sapling layer
❑C
❑C
Mid-story/sapling layer sparse or absent
- ❑A
❑A
Dense shrub layer
Moderate density layer
1E ®B
®B
shrub
U) ❑C
❑C
Shrub layer sparse or absent
-0 ®A
®A
Dense herb layer
_ ❑B
❑B
Moderate density herb layer
❑C
❑C
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
®A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
®A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
❑B Not
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
22
Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
®A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
❑D Both overbank and overland flow are severely altered in the assessment area.
Notes

We
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name WC
Date of Assessment
10-27-2020
Wetland Type Bottomland Hardwood Forest
Assessor Name/Organization
Martin/Bain- RK&K
Notes on Field Assessment Form (Y/N)
NO
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
YES
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function
Metrics
Rating
Hydrology Surface Storage and Retention
Condition
HIGH
Sub -surface Storage and
Retention
Condition
LOW
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Particulate Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Soluble Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Physical Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence
(Y/N)
NA
Habitat Physical Structure
Condition
HIGH
Landscape Patch Structure
Condition
LOW
Veaetation Composition
Condition
HIGH
Function Ratina Summa
Function
Metrics
Rating
Hydrology
Condition
HIGH
Water Quality
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Habitat
Condition
HIGH
Overall Wetland Rating HIGH

NC WAM FIELD ASSESSMENT FORM WID
Accompanies user manual version 5.0
USACE AID #
NCDWR#
Project Name
B-6051
Date of Evaluation
10-27-2020
Applicant/Owner Name
NCDOT, Division 12
Wetland Site Name
WD
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
Martin/Bain- RK&K
Level III Ecoregion
Piedmont
Nearest Named Water Body
Catawba River
River Basin
Catawba
USGS 8-Digit Catalogue Unit
03050101
County
Gaston
NCDWR Region
Mooresville
F— Yes M No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
35.2452995.-81.0142873
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑ Yes ® No
Regulatory Considerations - Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
❑ Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
® Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
❑ Blackwater
® Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑ Lunar ❑ Wind ❑ Both
Is the assessment area on a coastal island? ❑ Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No
Does the assessment area experience overbank flooding during normal rainfall conditions? ® Yes ❑ No
1. Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
®A ®A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ❑C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D ®D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

WD
4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
®A ®A ®A > 10% impervious surfaces
❑B ❑B ❑B Confined animal operations (or other local, concentrated source of pollutants
❑C ❑C ❑C >_ 20% coverage of pasture
❑D ❑D ❑D >_ 20% coverage of agricultural land (regularly plowed land)
®E ®E ®E >_ 20% coverage of maintained grass/herb
❑F ❑F ❑F >_ 20% coverage of clear-cut land
❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
®D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
®<_ 15-feet wide ❑> 15-feet wide ❑ Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed — adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
❑A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

WD
9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
❑A Evidence of short -duration inundation (< 7 consecutive days)
®B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
❑A ❑A ❑A >_ 500 acres
❑B ❑B ❑B From 100 to < 500 acres
❑C ❑C ❑C From 50 to < 100 acres
❑D ❑D ❑D From 25 to < 50 acres
❑E ❑E ❑E From 10 to < 25 acres
❑F ❑F ❑F From 5 to < 10 acres
❑G ❑G ❑G From 1 to < 5 acres
❑H ❑H ❑H From 0.5 to < 1 acre
®I ®I ®I From 0.1 to < 0.5 acre
❑J ❑J ❑J From 0.01 to < 0.1 acre
❑K ❑K ❑K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
❑A
>_ 500 acres
❑B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
®E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 % cover of exotics).

WD
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
TAA WT
o ®A ®A Canopy closed, or nearly closed, with natural gaps associated with natural processes
❑B ❑B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
T
o ❑A
❑A
Dense mid-story/sapling layer
®B
®B
Moderate density mid-story/sapling layer
❑C
❑C
Mid-story/sapling layer sparse or absent
- ❑A
❑A
Dense shrub layer
Moderate density layer
1E ®B
®B
shrub
U) ❑C
❑C
Shrub layer sparse or absent
-0 ®A
®A
Dense herb layer
_ ❑B
❑B
Moderate density herb layer
❑C
❑C
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
®A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
®A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
❑B Not
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
22
Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
®A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
❑D Both overbank and overland flow are severely altered in the assessment area.
Notes

WD
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name WD
Date of Assessment
10-27-2020
Wetland Type Bottomland Hardwood Forest
Assessor Name/Organization
Martin/Bain- RK&K
Notes on Field Assessment Form (Y/N)
NO
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
YES
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function
Metrics
Rating
Hydrology Surface Storage and Retention
Condition
HIGH
Sub -surface Storage and
Retention
Condition
LOW
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Particulate Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Soluble Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Physical Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence
(Y/N)
YES
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence
(Y/N)
NA
Habitat Physical Structure
Condition
HIGH
Landscape Patch Structure
Condition
LOW
Veaetation Composition
Condition
HIGH
Function Ratina Summa
Function
Metrics
Rating
Hydrology
Condition
HIGH
Water Quality
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Habitat
Condition
HIGH
Overall Wetland Rating HIGH

U.S. Army Corps of Engineers (USACE)
Form Approved -
REQUEST FOR JURISDICTIONAL DETERMINATION (JD)
OMB No. 0710-0024
For use of this form, see Sec 404 CWA, Sec 10 RHA, Sec 103 MPRSA; the proponent agency is CECW-COR.
Expires 2024-04-30
DATA REQUIRED BY THE PRIVACY ACT OF 1974
Authority Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and
Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332.
Principal Purpose The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources
within the review area that are or that may be subject to federal jurisdiction under the regulatory authorities referenced above.
Routine Uses This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the
public, and may be made available as part of a public notice or FOIA request as required by federal law. Your name and property
location where federal jurisdiction is to be determined will be included in any approved jurisdictional determination (AJD), which will
be made available to the public on the District's website and on the Headquarters USACE website.
Disclosure Submission of requested information is voluntary, however, if the information is not provided there may be some delay in
processing your request. Failure to provide this information will not result in an adverse action.
System of Record Notice (SORN): The information received is entered into our permit tracking database and a SORN has been
completed (SORN #At 145b) and may be accessed at the following website:
http://dpcld.defense.gov/Privacy/SORNsindex/DOD-wide-SORN-Article-View/Article/670116/a1146b-ce.aspxx
The Agency Disclosure Notice (ADN)
The Public reporting burden for this collection of information, 0710-0024, is estimated to average 10 minutes per response, including time for reviewing
instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information.
Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at
whs.mc-alex.esd.mbx.dd-dod-information-collectionse-mail.mil. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
1. To (District Name): Wilmington
2. I am requesting a JD on property located at (Street Address): US 29/74 (Wilkinson Boulevard) over the Catawba River
City/Township/Parish: Belmont County: Gaston, Mecklenburg State: North Carolina
Acreage of Parcel/Review Area for JD: Approximately 16.8 ac
Section: Township: Range:
Latitude (decimal degrees): 35.245750 Longitude (decimal degrees):-81.009059
(For linear projects, please include the center point of the proposed alignment.)
3. Please attach a survey/plat map and vicinity map identifying location and review area for the JD.
4. ❑ I currently own this property. I plan to purchase this property.
❑ I am an agent/consultant acting on behalf of the requester.
❑X Other (please explain):
NCDOT public transportation project B-6051
ENG FORM 6247, NOV 2023 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

5. Reason for request: (check as many as applicable)
❑ 1 intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources.
❑I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources
under Corps authority.
❑I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would
be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process.
0 I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is
accompanied by my permit application and the JD is to be used in the permitting process.
0 I intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list
and/or is subject to the ebb and flow of the tide.
❑ A Corps JD is required in order to obtain my local/state authorization.
❑I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the
aquatic resource on the parcel.
❑ 1 believe that the site may be comprised entirely of dry land.
❑ Other:
6. Type of determination being requested:
❑ 1 am requesting an approved JD.
❑X I am requesting a preliminary JD.
❑ I am requesting a "no permit required" letter as I believe my proposed activity is not regulated.
❑ I am unclear as to which JD I would like to request and require additional information to inform my decision.
7. Typed or Printed Name: Bill Barrett Daytime Phone No.: 919-302-1908
Company Name: NCDOT
Environmental Analysis Unit
Address: 1598 Mail Service Center
Raleigh, NC 27699-1598
Email Address: wabarretO�ncdot.gov
By signing below, you are indicating that you have the authority, or are acting as the duly authorized agent of a person or entity with such authority, to
and do hereby grant Corps personnel right of entry to legally access the site if needed to perform the JD. Your signature shall be an affirmation that
you possess the requisite property rights to request a JD on the subject property.
Signature:
Date:
ENG FORM 6247, NOV 2023 Page 2 of 2

U.S. Army Corps of Engineers (USACE)
Form Approved -
PRELIMINARY JURISDICTIONAL DETERMINATION (PJD)
OMB No.0710-0024
For use of this form, see Sec 404 CWA, Sec 10 RHA, Sec 103 MPRSA; the proponent agency is CECW-COR.
Expires 2024-04-30
DATA REQUIRED BY THE PRIVACY ACT OF 1974
Authority Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and
Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Program of the U.S. Army Corps of Engineers; Final Rule for 33 CFR
Parts 320-332.
Principal Purpose The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources
within the review area that may be subject to federal jurisdiction under the regulatory authorities referenced above.
Routine Uses This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the
public, and may be made available as part of a public notice or FOIA request as required by federal law. Your name and property
location where federal jurisdiction is to be determined will be included in any resulting jurisdictional determination (JD), which
may be made available to the public on the District's website and/or on the Headquarters USACE website.
Disclosure Submission of requested information is voluntary; however, if information is not provided, the request for a JD cannot be evaluated
nor can a PJD be issued.
The Agency Disclosure Notice (ADN)
The public reporting burden for this collection of information, 0710-0024, is estimated to average 25 minutes per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of
information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters
Services, at whs.mc-alex.esd.mbx.dd-dod-information-collectionse-mail.mil. Respondents should be aware that notwithstanding any other provision of
law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number.
SECTION I - BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 2024-05-18
B. NAME AND ADDRESS OF PERSON REQUESTING PJD:
Bill Barrett
NCDOT-EAU
1598 Mail Service Center
Raleigh, NC 27699-1598
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/Parish/Borough: Gaston, Mecklenburg City: Belmont
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.244724 o Longitude:-81.00698 o
Universal Transverse Mercator:
Name of nearest waterbody: Catawba River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination
Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION.
Site
Latitude (decimal
Longitude
Estimated amount of
Type of aquatic resource
Geographic authority to which the
Number
degrees)
(decimal degrees)
aquatic resource in review
(i.e., wetland vs. non-
aquatic resource "may be"
area (acreage and linear
wetland waters)
subject (i.e., Section 404 or
feet, if applicable)
Section 101404)
See
attached list
ENG FORM 6249, NOV 2023 Page 1 of 3

Site
Latitude (decimal
Longitude
Estimated amount of
Type of aquatic resource
Geographic authority to which the
Number
degrees)
(decimal degrees)
aquatic resource in review
(i.e., wetland vs. non-
aquatic resource "may be"
area (acreage and linear
wetland waters)
subject (i.e., Section 404 or
feet, if applicable)
Section 101404)
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby
advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed
the various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit
verification requiring "preconstruction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit
applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD or no JD whatsoever, which do not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing
a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit,
including whatever mitigation requirements the USACE has determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD or reliance on no JD whatsoever;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of USACE permit
authorization based on a PJD or no JD whatsoever constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be
processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make
an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of
jurisdictional aquatic resources in the review area, the USACE will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all
aquatic features in the review area that could be affected by the proposed activity, based on the following information:
F. SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Vicinity, Topographic, NRCS Soil Survey, Aerial
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
1-1 Office does not concur with data sheets/delineation report.
Rationale:
1-1 Data sheets prepared by the USACE:
1-1 Corps navigable waters' study:
1-1 U.S. Geological Survey Hydrologic Atlas:
ENG FORM 6249, NOV 2023 Page 2 of 3

USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:
Belmont, NC 1:24000
USDA Natural Resources Conservation Service Soil Survey.
Citation:
National Wetlands Inventory map(s).
Cite Name:
State/Local Wetland Inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
FPhotographs: � Aerial (Name & Date):
or1-1 Other (Name & Date):
Previous determination (s). File no. and date of response letter:
Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the USACE and should not be relied upon
for later jurisdictional determinations.
Name of Regulatory Staff Member Completing PJD
Date
Signature of Regulatory Staff Member Completing PJD
Name of Person Requesting PJD
Date
Signatureof Person Requesting PJD (REQUIRED, unless
obtaining the Signature is Impracticable
Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the
district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
ENG FORM 6249, NOV 2023 Page 3 of 3

rdin—Code I HGM_Code
SC NORTH CAROLINA R3 DEPRESS Linear 459 FOOT DELINEATE 35.24598178-81.01419261 Catawba
SD NORTH CAROLINA R3 DEPRESS Linear 110 FOOT DELINEATE 35.24570970-81.01436352 Catawba
WC NORTH CAROLINA PFO1 DEPRESS Area 0.27 ACRE DELINEATE 35.24550320-81.01376030 Catawba
WD NORTH CAROLINA PFO1 DEPRESS Area 0.19 ACRE DELINEATE 35.24529950-81.01428730 Catawba
WE NORTH CAROLINA PFO DEPRESS Area 0.1 ACRE DELINEATE 35.24618230-81.00546570 Catawba
CATAWBA RIVER NORTH CAROLINA R4 RIVERINE Area 0.21 ACRE DELINEATE 35.33035700-81.13520000 Catawba

Draft
Boater
Safety
Plan

US 29/741WILKINSON BOULEVARD IMPROVEMENTS
STIP PROJECT NO. B-6051
�P-i�oF�rH y
Ol 1
GASTON AND MECKLENBURG COUNTIES
NCDOT DIVISIONS 10 AND 12
RIVER SAFETY PLAN
FOR THE CONSTRUCTION OF GASTON COUNTY NO. BRIDGE 91
OVER THE CATAWBA RIVER (LAKE WYLIE)
The proposed project (B-6051) will replace the existing Bridge No. 91 carrying Wilkinson Boulevard/US
74/US 29 over the Catawba River (Lake Wylie) with a new, wider bridge on the existing alignment.
Once completed, the new bridge will increase navigational vertical clearance for boating traffic on Lake
Wylie, but there will be temporary impacts during construction activities to recreational boating on Lake
Wylie. To ensure the safe passage of river users during the construction and demolition of Bridge No. 91
over the Catawba River (Lake Wylie), NCDOT has developed this River Safety Plan (RSP).
Boater Notifications
Recreational boaters will be notified of construction activities via placards at public access boat ramps on
Lake Wylie. At each boat launch, placards shall be displayed at the loading areas informing boaters of the
construction impacts to waterway access under the NCDOT Gaston Bridge 91. The placards will clearly
communicate what the boater should expect in the vicinity of the subject bridges and appropriate safety
precautions to be taken through text and graphics. The placards will be displayed a minimum of two
weeks prior to the installation of any floating barricade system and the associated work to be performed
on the structure. The placards shall be posted at each of the following locations:
Kevin Loftin Riverfront Park, 1400 E Catawba St, Belmont, NC 28012 (Coordinates: 35.24461,-
81.01345)
Mt. Holly Boat Landing, 724 Elm Avenue, Mt. Holly, NC 28120 (Coordinates 35.29849,-1.00480)
• Southpoint Boat Ramp, Boat Launch Road, Belmont, NC 28012 (Coordinates 35.15627,-81.01220
Prior to installing placards, the contractor shall coordinate with the boat ramp access owner and the Lake
Wylie Marine Commission.

Contractor Reauirements
A public access boat ramp is located in the southwest quadrant of the project and owned and operated by
the City of Belmont as part of Kevin Loftin Riverfront Park. Because of its convenient public access
from Wilkinson Boulevard, recreational boating traffic associated with this public access boat ramp is
expected to be moderate to high at various times of the year. The contractor will be required to maintain
boating traffic through the construction zone at all times during construction. Boating channels will have
to shift multiple times to allow for the different phases of construction and/or demolition.
Construction that impacts the open waterway will occur in a way to preserve a safe, open recreational
boating channel through the project construction area.
A system of buoys and marine safety lights will be employed to protect recreational boater traffic from
the work area construction activities. At all times, a safe open recreational boating channel will be
maintained, and the vertical clearance will not be reduced below those present in the existing conditions.
Notification placards describing construction activities as well as a more detailed Boater Safety Plan will
be placed, in duplicate, at three public boat access ramps mentioned earlier on Lake Wylie.
Navigational Buoys
There are currently channel markers and a no wake buoy up and down stream of the existing bridge
placed by North Carolina Wildlife Resources Commission (NCWRC).
The safe boating channel will need to shift several times over the course of the project. Based on
coordination with the NCWRC and Lake Wylie Marine Commission the contractor will be responsible
for relocating the barricade and buoys throughout construction. Upon completion of construction, all
buoys and barricades will be removed by the contractor.
Marine Safety Lights
LED marine safety lights will be placed atop "Slow No Wake" buoys and "Keep Out'' buoys and Boat
Detour Signs. The lights will be placed a minimum of two feet above the water line to provide a visual
barrier both day and night. These marine lights help protect boaters during the early morning and late
afternoon/evening hours or when cloud cover reduces visibility for boaters. The lighted buoys will be put
into place prior to the commencement of any work on the structure and shifted periodically, as needed to
protect boaters from exposure to the construction activities. The contractor will be responsible for
maintaining these lights at all times during construction, replacing them as necessary.
Page 2 of 2

CE

Type III Categorical Exclusion Action Classification Form
STIP Project No.
WBS Element
Federal Project No.
B-6051 & U-6143
48708.1.1 & 48326.1.1
0029074
A. Project Description:
Replace Bridge 91 over Catawba River (Lake Wylie) on US 29/74 (Wilkinson Boulevard) on the
border of Gaston and Mecklenburg Counties (B-6051) and improve intersection (U-6143) of US 74
(Wilkinson Boulevard) and NC 7 (Catawba Street) in Belmont, NC.
B. Description of Need and Purpose:
Needs:
U-6143 — Currently the intersection of US 74 and NC 7 is operating at Level of Service F for A.M.
right turn movements from northbound NC 7 to eastbound US 74 and also, for P.M. left turn
movements from westbound US 74 to southbound NC 7. During the evening peak hour, traffic
currently backs up onto the bridge from the intersection.
B-6051 - Gaston County Bridge No. 91 carries US 74/US 29 over the Catawba River between
Gaston and Mecklenburg Counties. US 74 is the emergency route during closures on section of I-
85 north of US 74. There are six lanes just east of the bridge and five lanes just west of the bridge
while the bridge only carries four lanes creating a bottleneck when 1-85 is detoured to US 74. The
structure is rated as functionally obsolete with a deck geometry rating of 2 out of 9.
Additionally, there is only 8' of navigational clearance between full pond elevation and the low steel
of the bridge. Based on coordination with Charlotte Fire Department, emergency response boats
require 16' of clearance full pond elevation. Duke Energy requires 12' of clearance above full pond
elevation over the middle third of the bridge.
Purpose:
B-6051/U-6143 — The purpose of this project is to address geometric deficiencies of the bridge and
its approaches on US 74, the emergency detour needs of 1-85, the navigational clearance
requirements over Lake Wylie and to improve the intersection of US 74 and NC 7 to address
deficient turning movements.
C. Categorical Exclusion Action Classification:
Type III
D. Proposed Improvements:
Replace Bridge No. 91 carrying US 74 to build a new bridge with six 12' lanes, a 4' concrete median,
5' offsets between the outside travel lanes and concrete barriers separating the travel lanes from 10'
wide multi use paths on either side of the bridge. The approaches will connect to the existing six lane
geometry on the western terminus (just west of NC 7) and to the existing five lane geometry on the
eastern terminus (just east of ISWA Nature Preserve entrance). Typical sections illustrating the
details of the new bridge, Wilkinson Blvd. and NC 7 are included in Figure 2 (Public Meeting Map).
v2019.1 B-6051 & U-6143 Type 111 CE Page 1

The middle third of the bridge will be 12' above full pond elevation and 17' above full pond elevation
over the navigational channel.
Four lanes of traffic will be maintained on US 74 during peak hours throughout project construction.
The first phase would maintain 4 lanes of traffic on the existing Bridge 91 while constructing
approximately half of the new bridge (enough to temporarily allow four lanes of traffic) to the north of
Bridge 91. Traffic will then be shifted to the new structure while demolishing the old bridge. The new
bridge will then be completed by building the southern half for a total width of 109.5 feet.
The intersection of US 74 and NC 7 will be modified to an offset reduced conflict intersection design as
shown in Figure 2. Two left hand turn lanes will be included for traffic from westbound Wilkinson Blvd.
to Catawba St. and two right turn lanes will be included for northbound NC 7 traffic to US 74. Work will
extend approximately 670' along NC 7.
Ten -foot -wide multi use paths (MUP) will be included on both sides of NC 7 and US 74 throughout the
project along with appropriate pedestrian crossing facilities as shown in Figure 2. On the bridge, traffic
will be separated from the MUP's by means of solid barrier rails. Hazeleen Avenue carries less than
100 vehicles per day and therefore sidewalks, not MUP's, will be included on both sides. On the west
end of Moores Chapel Loop, an MUP will extend along the east side of the road to the terminus of the
work on the road. The west end of Moores Chapel Loop where it intersects with Wilkinson Boulevard
will have improved turning radii to meet current standards and will include a crosswalk. The east end
of Moores Chapel Loop currently intersects Wilkinson Boulevard at a severe skew. The skew cannot
be corrected because it is in a Duke Energy transmission corridor, and Duke does not allow
intersection modifications in their corridor. Because the west end will remain open, the east end will
be closed and roadway removed from the intersection to the old weigh station.
E. Special Project Information:
Traffic
Currently, US 74 carries 25,000 vehicles per day which is projected at 31,000 for 2045. As noted
earlier, the concern with the existing geometry is primarily for the intersection of US 74 and NC 7.
Multiple intersection types were considered but only two were carried forward from the initial
screening. A conventional intersection and a reduced conflict intersection.
The following 2045 peak hour volumes were analyzed for both intersections:
US 74/US 29
(Wilkinson Blvd)'M
Hazeleen Ave.
LhU12L,
(20) 5
{550} 2,380 �
{1o5}4a
5 (20)
-0— 435 (2,445)
r 75 (890)
Catawba St
22US 74iUS 29
' (Wilkinson Blvd)
v2019.1 B-6051 & U-6143 Type /// CE Page 2

The conventional intersection analysis as follows has two movements failing in the design year:
NC 7 Northbound and Hazeleen Southbound.
E-terslcfiln
App "r
I rZI..-P
r•
AM PM
Synch
r
AM
Results
PNL.j
Hazeline Ave, SS
CTR
702 86.1
E
L
72.1
44.9
E
[
US 74/US 29, W8
:.
TR
10.8
16.6
B
B
US 74/US 29
LT
50.8
85.3
❑
at NC 7)
ID
Hazeleen
INC 7, NB
Ave
(Signalized)
R
58.9
17.2
E
L
4.6
22.6
A
C
US 74/US 29, E6
34.7
40.1
C
U
Overall
37.1
28.0
D
C
The reduced conflict intersection analysis works through the design year with capacity to spare.
R
37A
d3.2
.'
❑ D
NC 7, SIB
US 74/US 29,
L
34.7
12.3
C
B
WB
US 74/US 29 at NC 7/
TR
0.7
0.6
A
A
Hazeleen 'We
(RCI Central
INC 7, NB
R
57.4
8.5
E
A
Intersection -
US 74/US 29,
L
36.6
38.8
❑
❑
Signalized)
TR
27.3
16.5
C
B
EB
Overall
34.0
13.5
C
B
U-Turn West of NC
7/Hazeline Ave at US
US 74/US 29,
Wi3
U
18A
10.3
C
B
US 74/US 29.
ED
T
0.0
0.0
A
A
74/US 29
(UnsIgnalized)
US 74JUS 29,
WB
T
3.1
13.0
A
B
U•Turn East of NC
7/Hazeline Ave at US
74JU529 (Signalized)
US 74/US 29,
EB
U
33.2
39.2
C
❑
Overall
5.8
14.4
A
B
v2019.1 B-6051 & U-6143 Type /// CE Page 3

All other intersections with US 74 serve less than 100 vehicles per day and were not considered in
traffic analysis.
US 74/ NC 7 Preferred Intersection
The two intersections described in the Traffic Section above were evaluated for multiple factors. The
RCI intersection was carried forward as the preferred intersection for the following reasons:
• Lower Cost ($0.5 million less for bridge plus reduced footprint/utilities/right of way)
• A Reduced Footprint translates to lower impacts on human and natural environment including a
smaller footprint on Kevin Loftin Park
• Better Traffic Performance through design year (level of service C for RCI compared to level of
service D for All Movement)
• Better traffic performance translates to lower congestion and emissions (Environmentally
Greener) and available capacity for future development that is likely to occur in the City (i.e.
around the future Capital Area Transit System (CATS) Light Rail - Silver Line)
• Capacity to carry higher volumes beyond the design year
• Improved safety with reduced left turns
• Given the focus on pedestrian accommodations throughout this project, based on a national
research project (20-points analysis), RCI's vs. All -Movement perform better with higher safety
for pedestrians.
The City of Belmont expressed strong concerns for the pedestrian aspect of the intersection and in
particular, did not like the way pedestrians would be zig-zagged through the median at the center of
the intersection strongly preferring the way conventional intersections handle pedestrians. Because of
the lack of development around the north leg of the intersection, the Department proposed offsetting
the Hazeleen leg of the intersection to the west 150 feet which resulted in a crosswalk that followed a
conventional approach. The City agreed to the approach and the result is illustrated as follows:
v2019.1 B-6051 & U-6143 Type 111 CE Page 4

Project Costs
B-6051
U-6143
Construction
52,000,000
2,700,000
Right of Way
5,010,000
624,000
TOTAL
57,010,000
3,324,000
Combined Total Cost - $60,334,000
Local Officials Involvement - Since 2018 NCDOT has coordinated throughout project planning
beginning with scoping, working with the aesthetics committee on the bridge design and appearance,
working with local government on the inclusion of bicycle and pedestrian facilities throughout the
project limits, working with City of Belmont on the design of the improved intersection at US 74 and NC
7, coordinating with Charlotte Area Transit Systems (CATS ) on their future light rail plans,
coordinating with Mecklenburg County on impacts to the ISWA Nature Preserve and with the City of
Belmont on impacts to Kevin Loftin Park.
Public Involvement — In August 2022, over 1000 post cards were sent to residents and landowners
inside the project vicinity advertising the project and inviting them to comment on the project from
August 12 to 26, 2022. At the same time, a geo-targeting advertisement was also employed inviting
recipients to visit the website. One hundred and eight comments were received in that period via e-
mails, voice mails and responses on the website. Eleven of the comments received were supportive
of the overall project, and one of the comments opposed the project. The majority of commenters had
questions or suggestions on topics like bicycle and pedestrian accommodations, CATS Light Rail,
maintenance of traffic, aesthetics and others. All public meeting materials including the Public
Involvement Summary are posted on ConnectNCDOT:
httos:Hconnect. ncdot.aov/site/Preconstruction/division/div 12/BR-
0020%20Gaston%2091/Human%20Environment/Public%20Meetina%20Materials?Web=1
CATS Light Rail - CATS is planning the Silver Line Light Rail which would travel from Charlotte to
Gaston County along US 74. At the project location, the Silver Line is planned for the north side of
US 74. The project is currently unfunded and preliminary planning and design are very limited but
coordination has taken place to share the design for B-6051/U-6143 with CATS. While CATS
preferred that NCDOT not include a turnaround on the City of Belmont side, they have confirmed that
their horizontal alignment can work with that design. They also preferred that NCDOT relocate the
existing east end of Moores Chapel Loop further east, but this is not within the scope of the project. It
would need to be done under the scope of their project. NCDOT has coordinated with CATS to
ensure the proposed bent spacing on the NCDOT bridge is compatible with the future Silver Line
bridge.
Project Square Grooves — This is a proposed private development effort to realign and extend
Moores Chapel Road (not Moores Chapel Loop) to connect with Old Dowd Road. If the project is
constructed prior the completion of the work for B-6051 on Moores Chapel Loop, Mecklenburg County
requested that this end of Moores Chapel Loop be closed and pavement removed to allow two parcels
owned by the county separated by the road to be joined. The City of Charlotte opposes closing the
road on the basis of connectivity. This issue will be re -considered if the project advances.
Aesthetic Enhancements — The outer bridge rail type is to be Texas Classic Rail. This is mitigation
for removing the historic bridge. Beyond that, local government representatives from the City of
Belmont, City of Charlotte, Gaston County, Mecklenburg County and the MPO's representing both
counties formed an aesthetics committee lead by Gaston -Cleveland -Lincoln Municipal Planning
Organization (GCL-MPO) for this project because of their desire to enhance the aesthetics of the
bridge. The project commitments list the aesthetics to be included. Figure 3 illustrates a few
representative visualizations. NCDOT will be contributing 1% of overall project costs towards
aesthetics and local government will pay for the remainder of the enhancements.
v2019.1 B-6051 & U-6143 Type 111 CE Page 5

F. Project Impact Criteria Checklists:
F3. Type III Actions
Proposed improvement(s) that fit Type III Actions (NCDOT-FHWA CE Programmatic Agreement,
Appendix C) answer questions below.
Yes
No
Does the project involve potential effects to Threatened or Endangered species
1
listed by the US Fish and Wildlife Service (USFWS) or National Marine Fisheries
❑
[�
Service NMFS ? Field Screenings completed S rin '22 and Fall '22.
2
Does the project result in impacts subject to the conditions of the Bald and Golden
`22
❑
Q
Eagle Protection Act BGEPA ? Field screening complete Spring
Does the project generate substantial controversy or public opposition, for any
3
reason, following appropriate public involvement? Post Cards and PI website
❑
2
Aug'22.
Does the project cause disproportionately high and adverse impacts relative to low-
4
income and/or minority populations? No minority or low-income populations are
❑
2
located within the DCIA and the project will enhance, not diminish, connectivity.
Does the project involve substantial residential or commercial displacements or
5
right of way acquisition? Two businesses will be relocated but not substantial when
❑
2
compared with many businesses along US 74 in this area.
6
Does the project include a determination under Section 4(f)?
[1
❑
Is a project -level analysis for direct, indirect, or cumulative effects required based
on the NCDOT community studies screening tool? The project will not alter travel
7
patterns or notably reduce travel time. The project will minimally modify access to
❑
2
properties in the area and will not open areas for development or redevelopment.
Due to its minimal transportation impact -causing activities, this project will neither
influence nearby land uses nor stimulate growth. from Short Form CIA, Se t'22
8
Does the project impact anadromous fish spawning waters? Anadromous fish are
❑
resent in the Eastern part of NC, not in Gaston Mecklenburg Co.'s area.
Does the project impact waters classified as Outstanding Resource Waters (ORW),
9
High Quality Waters (HQW), Water Supply Watershed Critical Areas, 303(d)-listed
[1
❑
impaired water bodies, buffer rules, or submerged aquatic vegetation (SAV)?
Does the project impact Waters of the United States in any of the designated
10
mountain trout streams? Trout counties are further west than the location of this
❑
2
project.
Does the project require a US Army Corps of Engineers (USACE) Individual
11
Section 404 Permit? Based on preliminary coordination with USACE, the project
❑
2
will likely qualifyfor a GP 50.
12
Will the project require an easement from a Federal Energy Regulatory
Q
❑
Commission FERC licensed facility?
Does the project include Section 106 of the National Historic Preservation Act
13
(NHPA) effects determination other than a No Effect, including archaeological
2
❑
remains?
14
Does the project involve GeoEnvironmental Sites of Concerns such as gas
❑
stations, dry cleaners, landfills, etc.?
v2019.1 B-6051 & U-6143 Type 111 CE Page 6

Does the project require work encroaching and adversely effecting a regulatory
floodway or work affecting the base floodplain (100-year flood) elevations of a
15
water course or lake, pursuant to Executive Order 11988 and 23 CFR 650
❑
2
subpart A? The Detailed Study will require the MOA submittal to have no rise in
1 00-ear water surface elevation for the Revised conditions.
Is the project in a Coastal Area Management Act (CAMA) county and substantially
16
affects the coastal zone and/or any Areas of Environmental Concern (AEC)?
❑
2
Gaston and Mecklenburg Counties are not in the eastern part of the state and
therefore not a CAMA counties.
Type III Actions (continued)
Yes
No
Does the project require a US Coast Guard (USCG) permit? USCG has indicated
17
in writing that the project does not require a USCG permit or navigational lighting
❑
2
see Attachment 8
Does the project involve construction activities in, across, or adjacent to a
18
designated Wild and Scenic River present within the project area? There are no
❑
2
Wild and Scenic Rivers within Gaston or Mecklenburg Counties.
19
Does the project involve Coastal Barrier Resource Act (CBRA) resources? CBRA
❑
2
resources are only found on the coastline of NC.
Does the project impact federal lands (e.g. US Forest Service (USFS), US Fish and
Wildlife Service (USFWS), etc.) or Tribal (Trust) Lands? Source: GIS Search and
Final Survey parcel data, and Tribal Coordination (see Attachment 9). NCDOT
20
reached out to the Catawba Indian Nation, The Cherokee Nation, the Eastern Band
❑
[�
of Cherokee Indians and to the United Keetoowah Band of Cherokee Indians. Of
the four, only the Catawba replied, and indicated no concerns but to contact them if
any resources were discovered during construction.
Does the project involve any changes in access control or the modification or
21
construction of an interchange on an interstate? No control of access is proposed
❑
[�
with this project.
Does the project have a permanent adverse effect on local traffic patterns or
community cohesiveness? Traffic patterns will be modified with the reduced conflict
22
intersection but the effect will not be adverse. The result will reduce accidents and
❑
2
improve efficiency of traffic at the intersection. Community cohesiveness will
potentially be enhanced by the inclusion of bicycle and pedestrian facilities.
Will maintenance of traffic cause substantial disruption? Four lanes of traffic will be
23
maintained during peak hours throughout the project which will keep disruption to a
❑
2
minimum.
24
Is the project inconsistent with the STI P, and where applicable, the Metropolitan
❑
2
Planning Organization's (MPO's) Transportation Improvement Program (TIP)?
Does the project require the acquisition of lands under the protection of Section 6(f)
of the Land and Water Conservation Act, the Federal Aid in Fish Restoration Act,
the Federal Aid in Wildlife Restoration Act, TVA, Tribal Lands, or other unique
25
areas or special lands that were acquired in fee or easement with public -use
❑
[�
money and have deed restrictions or covenants on the property? The project was
screened via GIS, scoping letters and inquiries with local government and is clear
of the concerns listed in this item.
Does the project involve Federal Emergency Management Act (FEMA) buyout
26
properties under the Hazard Mitigation Grant Program (HMGP)? The project was
❑
screened via GIS data and via Final Surveys Parcel Data which did not identify any
properties of concern.
27
Is the project considered a Type I under the NCDOT's Noise Policy?
[�
❑
v2019.1 B-6051 & U-6143 Type 111 CE Page 7

Is there prime or important farmland soil impacted by this project as defined by the
28
Farmland Protection Policy Act (FPPA)? The FPPA does not apply to urban areas
❑
[�
such as this study area for this project.
Is the project in an Air Quality non -attainment or maintenance area for a National
29
Ambient Air Quality Standard (NAAQS)? Both Gaston and Mecklenburg Counties
[1
❑
are in Maintenance Areas. See response in Section G.
30
Are there other issues that arose during the project development process that
❑
affected the project decision?
G. Additional Documentation as Required from Section F (ONLY for questions marked `Yes'):
Q 6 & Q 13 — Section 4(f) and Section 106
The project will impact two historic resources (Section 106) and two parks. There are no
archaeological resources of concern within the Project Study Area (see Attachment 1A, B &C)
• Gaston College - The western portion of Gaston College parcel (see Figure 2) is eligible
for the National Register of Historic Places. The impact is limited to the need to include an
additional guy wire on a power pole within an existing utility easement. The Historic
Preservation Office has determined that there is "No Adverse Effect" (see Attachment 2).
Because there is no new right of way needed, there is no 4(f) impact.
• Bridge No. 91 — The bridge is eligible for the National Register of Historic Places.
Because of the navigational aspect of purpose and need, there is no option for avoidance
or preservation in place of the existing bridge, therefore, there is an adverse effect (see
Attachment 2). Attachment 4 is the Section 106 MOA detailing the conditions associated
with the Adverse Effect. The conditions of the MOA are also included in the Project
Commitments. A Programmatic 4(f) Bridge Form addressing the adverse effect is the
Attachment 5 to this document. Commitments from the Memorandum of Agreement
between SHPO, NCDOT and FHWA are included in the project commitments section.
• Kevin Loftin Riverfront Park - There are minor impacts to the park, partially resulting
from the City's request for MUPs along the road. A portion of the park will also be used for
drainage treatment. These impacts were presented during public involvement meetings
and there was no opposition to the work. The City of Belmont Parks and Recreation
Department concurs that the work will not adversely affect the activities, features or
attributes of the park (see Attachment 6). Federal Highways Administration has made a
finding of de minimis impact by the signing of this document.
• ISWA Nature Preserve — There are minor impacts on ISWA Nature Preserve resulting
primarily from shifting the entrance and driveway to allow for a turn lane requested by the
park staff. The addition of a MUP connecting ISWA Nature Preserve to Gaston County
would also result in a minor impact on the park. There are also minor drainage impacts
where drainage features are tied back into the drainage ditch in the park. There are also
minor drainage impacts where drainage features are tied back into the drainage ditch in the
park. These were presented as part of public involvement and there was no opposition to
the work. Mecklenburg County has stated in writing (see Attachment 7) that there are no
adverse effects to the activities, features or attributes of the park. Federal Highways
Administration has made a finding of de minimis impact by the signing of this document.
• Project Footprint Expansion — Expansions of the project footprint have been reviewed for
archaeology and architectural history ( see Attachments 1 and 3) with a determination that
no additional survey is needed. Regarding Historic Architecture, there is a weigh station on
the north side of Moores Chapel Loop that is outside of the study area but may be eligible.
If the study area is expanded, a detailed review of the property will be required.
• Mecklenburg County has recently purchased two parcels on either side of Moores Chapel Loop
with plans to convert it to a future park. The park falls under "joint development' provision of 4(f)
and is therefore not a 4(f) resource.
v2019.1 B-6051 & U-6143 Type /// CE Page 8

Q 9 — 303(d) listed waters /Buffer Rules — 303(d) listed waters are present in the Catawba River as an
impaired water due to Polychlorinated biphenyl (PCB) in fish tissue within the additional study area. Since
the issue is not turbidity, no actions are required on the part of NCDOT as it relates to this project.
Catawba River Buffer Rules are applicable for this river. The project commitments address this with the
appropriately sized sediment control basin.
Q 12 — FERC — Lake Wylie is licensed under a Federal Energy Regulatory Commission (FERC) license.
NCDOT is processing a conveyance application with Duke Energy. This will include processing a boater
safety plan and affects the design of the bridge to accommodate required navigational clearance.
Based on coordination with Lake Wylie Marine Commission, Duke Energy, Local Emergency Services and
the NC Wildlife Resources Commission (who has navigational authority over inland waters) the project will
include 17' of clearance over full pond elevation in the navigational channel and 12' of clearance over full
pond elevation in the middle third of the bridge.
Q 14 — GeoEnvironmental — The GeoEnvironmental Phase I Report identifies two sites of concern that
will be affected by the footprint of this project. Both are located on a property at the corner of NC 7 and
US 74. One is currently operating as a gas station and the other was formerly a gas station. Once the
right of way impact is established, a Phase 11 GeoEnvironmental Screening will be requested. This is
included as a project commitment.
Q 27 — Noise Type
The source of this traffic noise information is the B-6051 Traffic Noise Report, by RK&K, accepted
by NCDOT on March 10, 2023.
Traffic Noise Impacts
The maximum number of receptors in each project alternative predicted to become impacted by future traffic
noise is shown in the table below. The table includes those receptors expected to experience traffic noise
impacts by either approaching or exceeding the FHWA Noise Abatement Criteria or by a substantial
increase in exterior noise levels as defined in the NCDOT Traffic Noise Policy.
Predicted Traffic Noise Impacts by Alternative*
Traffic Noise Impacts
Places of
Alternative
ntia
Worship/Schools, Parks,
sse
Total
I (NA
I (NAC B)
s (NA
s (NAC E)
etc. NAC C & D
Build
2
6
0
8
*Per TNM 2.5 and in accordance with 23 CFR Part 772
Traffic Noise Abatement Measures
Measures for reducing or eliminating the traffic noise impacts, including noise barriers, were considered for
all impacted receptors in each alternative. Noise barriers include two basic types: earthen berms and noise
walls. These structures act to diffract, absorb, and reflect highway traffic noise.
v2019.1 B-6051 & U-6143 Type 111 CE Page 9

Noise Barriers
A noise barrier evaluation was conducted for this project utilizing the Traffic Noise Model (TNM 2.5) software
developed by the FHWA. The following table summarizes the results of the evaluation.
Preliminary Noise Barrier Evaluation Results
Alternative /
Square Feet
Preliminarily
NSA
Length
Number
per Benefited
Feasible and
Noise
/
Square
of
Receptor /
Reasonable
Barrier
Height'
Footag
Benefited
Allowable
("Likely") for
Location
(feet)
a
Receptor
Square Feet
Construction
s
per Benefited
2
Receptor
-Y3- RT /
Build / NSA 1
NC 7 (Catawba
652 / 9
6,079
2
3,040 / 1,500
NO3
Street) NB
-L- LT /
US 29/74
Build / NSA 2
WB, East of
804 / 30
24,132
1
24,132 / 1,500
NO3,4
Hazeleen
Avenue
'Average wall height. Actual wall height at any given location may be higher or lower.
2The likelihood of a barrier's construction is preliminary and subject to change, pending completion of final
design and the public involvement process.
3Barrier is not reasonable due to the quantity per benefited receptor exceeding the allowable quantity per
benefited receptor OR Barrier is not reasonable due to an inability to achieve at least 7-dBA noise reduction
for at least one benefited receptor.
4Barrier is not feasible due to an inability to achieve a minimum of 5 dB(A) of noise reduction for at least two
impacted receptors.
Based on this preliminary study, traffic noise abatement is not recommended, and no noise abatement
measures are proposed. This evaluation completes the highway traffic noise requirements of Title 23 CFR
Part 772. No additional noise analysis will be performed for this project unless warranted by a substantial
change in the project's design concept or scope.
In accordance with NCDOT Traffic Noise Policy, the Federal/State governments are not responsible for
providing noise abatement measures for new development for which building permits are issued after the
Date of Public Knowledge. The Date of Public Knowledge of the proposed highway project will be the
approval date of the Categorical Exclusion (CE). NCDOT strongly advocates the planning, design and
construction of noise -compatible development and encourages its practice among planners, building
officials, developers and others.
Q 29 — Air Quality
Gaston County (Prior 1997 & 2008 8-Hour Ozone Maintenance Area):
The project is in Gaston County, which is within the Charlotte maintenance area for the prior 1997
ozone National Ambient Air Quality Standard (NAAQS) as defined by the EPA. This area was
designated moderate nonattainment under the 1997 ozone NAAQS on June 15, 2004 and due to
improved air quality in the region was re -designated maintenance on January 2, 2014. The
Charlotte area was designated for the 2008 ozone NAAQS resulting in the 1997 ozone NAAQS
v2019.1 B-6051 & U-6143 Type 111 CE Page 10

being revoked on April 6, 2015. On February 16, 2018, the United States Court of Appeals for the
District of Columbia Circuit in South Coast Air Quality Mgmt. District v. EPA ("South Coast II, " 882
F.3d 1138) held that transportation conformity applies for the revoked 1997 ozone NAAQS areas.
Transportation conformity for plans and TIPs for the 1997 Ozone NAAQS can be demonstrated
without a regional emissions analysis pursuant to 40 CFR 93.109(c).
The project is in Gaston County, which is within the Charlotte maintenance area for the 2008
ozone NAAQS as defined by the EPA. The Charlotte area was designated marginal
nonattainment under the 2008 ozone NAAQS on July 20, 2012 and due to improved air quality in
the region was re -designated maintenance on August 27, 2015. Section 176(c) of the CAAA
requires that transportation plans, programs, and projects conform to the intent of the state air
quality implementation plan (SIP). The current SIP does not contain any transportation control
measures for Gaston County. The Gaston Cleveland Lincoln Metropolitan Planning Organization
2050 Metropolitan Transportation Plan (MTP) and the 2020-2029 Transportation Improvement
Program (TIP) conform to the intent of the SIP. The USDOT made a conformity determination on
the MTP and the TIP on April 5, 2022. The current conformity determination is consistent with the
final conformity rule found in 40 CFR Parts 5land 93. There are no significant changes in the
project's design concept or scope, as used in the conformity analyses.
Mecklenburg County (Prior 1997 & 2008 8-Hour Ozone Maintenance Area):
The project is in Mecklenburg County, which is within the Charlotte maintenance area for the prior
1997 ozone National Ambient Air Quality Standard (NAAQS) as defined by the EPA. This area
was designated moderate nonattainment under the 1997 ozone NAAQS on June 15, 2004 and due
to improved air quality in the region was re -designated maintenance on January 2, 2014. The
Charlotte area was designated for the 2008 ozone NAAQS resulting in the 1997 ozone NAAQS
being revoked on April 6, 2015. On February 16, 2018, the United States Court of Appeals for the
District of Columbia Circuit in South Coast Air Quality Mgmt. District v. EPA ("South Coast II, " 882
F.3d 1138) held that transportation conformity applies for the revoked 1997 ozone NAAQS areas.
Transportation conformity for plans and TIPs for the 1997 Ozone NAAQS can be demonstrated
without a regional emissions analysis pursuant to 40 CFR 93.109(c).
The project is in Mecklenburg County, which is within the Charlotte maintenance area for the 2008
ozone NAAQS as defined by the EPA. The Charlotte area was designated marginal
nonattainment under the 2008 ozone NAAQS on July 20, 2012 and due to improved air quality in
the region was re -designated maintenance on August 27, 2015. Section 176(c) of the CAAA
requires that transportation plans, programs, and projects conform to the intent of the state air
quality implementation plan (SIP). The current SIP does not contain any transportation control
measures for Mecklenburg County. The Charlotte Regional Transportation Planning Organization
2050 Metropolitan Transportation Plan (MTP) and the 2020-2029 Transportation Improvement
Program (TIP) conform to the intent of the SIP. The USDOT made a conformity determination on
the MTP and the TIP on April 5, 2022. The current conformity determination is consistent with the
final conformity rule found in 40 CFR Parts 5land 93. There are no significant changes in the
project's design concept or scope, as used in the conformity analyses.
v2019.1 B-6051 & U-6143 Type /// CE Page 11

H. Proiect Commitments (attach as Green Sheet to CE Form):
NCDOT PROJECT COMMITMENTS
STIP Project No. B-6051 & U-6143
Replace Bridge 91 over the Catawba River and Improve Intersection of US 74 & NC 7
Gaston & Mecklenburg Counties
Federal Aid Project No. 0029074
WBS Element 48708.1.1 & 48326.1.1
Structure Management Unit and Division 12 Construction- Bicycle and Pedestrian
Accommodations
MUP's will be included:
• along north side of US 74 beginning at Gaston College terminating at Moores Chapel Road
• along south side of US 74 beginning at Gaston College and terminating at ISWA Nature Preserve.
• along both sides of NC 7
• along east side of Moores Chapel Loop beginning at US 74 and terminating at the end of the
proposed roadway work on the road.
Sidewalk will be included:
• along Hazeleen Avenue.
Structure Management Unit- Aesthetics for Bridge
• Based on participation by local government, the rails, caps, and round columns on the new bridge
will be stained beige -white and trimmed with a stamped brick pattern and stained three colors.
• The bridge will also include pedestals with conduit and mounting plates. The Structure
Management Unit and NCDOT Lighting Group are currently coordinating with Duke Energy
regarding the specifications these lights will require for the bridge.
• The bridge will also include 7'x14' scenic overlooks on both sides near the apex of the bridge.
Structures Management Unit / Division 12 — Kevin Loftin Park Sidewalk
The project plans and construction will include a proposed sidewalk extending from and existing sidewalk
within Kevin Loftin Park near the boat ramp and connecting to the crosswalk on US 74. The cost of the
sidewalk will be reimbursed by the City of Belmont as part of the Municipal Agreement.
Structures Management Unit / Division 12 — Municipal Agreement
A municipal agreement will be required for reimbursement of the aesthetic enhancements proposed for
the Local Government Aesthetics Committee. The GCL-MPO representative, Randi Gates will coordinate
the percent of cost share between the various representatives to be included in the agreement. The
agreement will also cover a requested sidewalk in Kevin Loftin Park to be constructed with
B-6051 /U-6143.
Structures Management Unit— Plantable Medians on City of Belmont Side of Project
The medians will include curb and gutter perimeters leaving soil in the median in the center which the City
of Belmont will use at the completion of the project for plantings and natural area.
Division 10 & 12 Traffic Engineers — Posted Speed Limits
The posted speed limit ordinances through the project limits will be adjusted to 45 mph prior to the Let of
this project.
Structures Management Unit- Section 4(f) / Section 106 - Historic Bridge No. 91
• Bridge No. 91 will be photo documented prior to let of the project.
• Historic Bridge Plans will be provided to HPO
• The replacement bridge will:
v2019.1 B-6051 & U-6143 Type 111 CE Page 12

o include church rail
o include end rails that emulate the curved end rail on the existing bridge including replica
plaques
Structures Management Unit / Division 10 and 12 — Weigh Station
The abandoned weigh station on the north side of Moores Chapel Loop is outside the current study area
but potentially historic. Division 10 has agreed that the property will not be touched as part of this project
including for the purposes of a staging area during construction. If this changes, the property will have to
be evaluated and if determined historic, have to go through Section 106 and Section 4(f).
Structures Management Unit - Navigational Clearance on Bridge 91
Based on coordination with Lake Wylie Marine Commission, Duke Energy, Local Emergency Services and
the NC Wildlife Resources Commission (which has navigational authority over inland waters) the project
will include 17' of clearance over full pond elevation in the navigational channel and 12' of clearance over
full pond elevation in the middle third of the bridge.
Structures Management Unit /GeoEnvi ron mental Section — Phase II Study
The GeoEnvironmental Phase I Report identified two sites of concern that will be affected by the footprint
of this project. Both are located on a property at the corner of NC 7 and US 74 One is currently operating
as a gas station and the other was formerly a gas station. Once the right of way impact is established, a
Phase 11 GeoEnvironmental Screening will be requested.
v2019.1 B-6051 & U-6143 Type 111 CE Page 13

Categorical Exclusion Approval:
STIP Project No.
WBS Element
Federal Project No.
Prepared By:
5/3/2023
Date
Prepared For:
Reviewed By:
r /2 /-)n-)'2
Date
B-6051 & U-6143
48708.1.1 & 48326.1.1
0029074
—DocuSigned by:
,��w htuayt'ls
John L`17 WbYIF§,31 ject Manager
RK&K
David Stutts. NCDOT Structures Manaaement Unit
.-❑acuSig�ied by'
John J m19bf ,T-J ff'Head
NCDOT, Environmental Policy Unit
❑ Approved
Q Certified • If classified as Type III Categorical Exclusion.
r—DocuSigned by:
5/3/2023
Date David Stu ,' r ngineer, PEF Program Management
North Carolina Department of Transportation
FHWA Approved: For Projects Certified by NCDOT (above), FHWA signature required.
DocuSigned by:
5/8/2023 FIL.'tt' Hh.a,.
Date for John F. u,5ii�6D�(, Division Administrator
Federal Highway Administration
Note: Prior to ROW or Construction authorization, a consultation may be required (please see
Section Vll of the NCDOT-FHWA CE Programmatic Agreement for more details).
v2019.1 B-6051 & U-6143 Type /// CE Page 14

1
rA
Study Area
Belmont
Abbey
College
=1
BELMONT
s5L27
O'Conners
Grove Ch. Wilkinson Boulevard
� i f
M t
r— F
' D�m �' w
1 0 �
)
1 a 1
M Lak / ie
Catayiba Ri
f Kevin /
Fn Loft' / i
/ 29 •19 r
ISWA
I
7 i Nature w Wilkinson Boulevard
iPreserve
04 I
J B Page
Primary 5ch (f /
—�
r
Mt Pleasant
Bapt- Ch- l -
��� �w
r !r
0 0.5 1.0 B-6051 - Replace Wilkinson Blvd. Bridge over Lake Wylie FIGURE 1
miles & U-6143 - Improve Intersection of Wilkinson Blvd. and Catawba Street
CHARLOTTE II
Garden
Memorial
Presbyterian
C hurch
0—
30

■
TIP PROJECT 6-6051/U-6143
■IIIIIIIIIIIIIIIIII1101STATE EMPLOY[
DESIGN DATA
Functional Class. Major Arterial
Design Speed = 50mph
Max. Superelev. = 0.04 .
UTILITY INFORMATION:
Utility easements are approximated and subject to change.
SIDEWALK & MULTI -USE PATHS:
The construction of sidewalks and mutli-use paths are
contingent upon municipal agreements.
DRIVEWAY NO
Driveway are
no : tshewn a maps are based on preliminary
plans and are subject to change. Driveway locations will be
finalized at a later date.
DESIGN PUBLIC MEETING MAP
t,SrATZ a, TIP PROJECT B-6051 /U--6143
GASTON /MECKLENBURG COUNTIES
I BRIDGE NO. 91 OVER CATAWBA RIVER ON US 29 /US 74
•� „„ AND INTERSECTION IMPROVEMENTS ON US 29 /US 74 (WILKINSON BLVD)
AND NC 7 (CATAWBA ST.)
AUGUST 2022
x,
KEVIN LOFTIN
RIVERFRONT
PARK
II SWA
LEGEND
EXISTING RIGHT OF WAY ;`_.;f� EXISTING WETLANDS
%GkTN C�
0 PROPOSED STRUCTURES, ISLAND,
a{
EXISTING UTILITY EASEMENT
CURB AND GUTTER
PROPOSED RIGHT OF WAY
r
® ® EXISTING STRUGTU RE TO BE RETAINED
PROPOSED EASEMENTS
C
0 PROPOSED ROADWAY PROPOSED SIDEPATH /GREENWAY
0 EXISTING ROADWAY TO BE RESURFACED LAKES, RIVER, STREAMS AND PONDS
0 EXISTING ROADWAY ® EXISTING PROPERTY LINE
FMT
® EXISTING ROADWAY TO BE REMOVED =, 1� HISTORIC AREA
RO
RF SRF�'S
BUILDINGS PROPOSED SIGNAL
0
-
T T MMM "'lll"' •I' 1
ann TYPICAL SECTION ALONG -L-
US 29-74 / WILKINSON BLVD.
i� %
jpri• l rlrf IF if
100' 5010, 100'
q�m� � �arniB SCALE
TYPICAL SECTION ALONG BRIDGE ON -L-
US 29-74 / WILKINSON BLVD. Imagery source: NC OneMap
FIGURE 2
0
-Y1- HAZEL EEN AVE.
600
800
2 2
3 3
Us 29-74 / 22,600 28, 600 US 29-7a /
WILKINSON BLVD, 29,000 36,400 WILKINSON BLVD.
II 2
89
204
20 5 5
B, 500
10,600
-V2- CATAWBA ST.

View of Pedestrian
10 — . 0 L r
1,
View from Kevin Loftin Riverfront Park
Driver's View Crossing Bridge
End Bent View
View of Historic Replica Plaques,
Lighting & Multi -Use Path
_ ��M
I1�
lit

ATTACHMENTS

To: John Williams
From: Zip Stowe
Date: 12/13/2022
Hello John,
This is Zip Stowe, Recreation Director for the City of Belmont. I reviewed the maps that your company
provided for the Wilkinson Bridge & Catawba/Wilkinson intersection replacement on Kevin Loftin Park. The
Assistant City Manager, Kevin Krouse, and the Senior Planner, Tiffany Faro, reviewed the maps also, and we all
produced the same consensus. The project does not adversely affect the activities, features, or attributes that
qualify the sources for protection under section 4 (f).
The features qualifying the resources as 4 (f) include open space, access area, walking trails, etc. The
improvements shown on the map to the entrance off Wilkinson to Kevin Loftin Park Boat Access area are very
much needed. If more information is needed, please feel free to email me. My email address is
zstowe!2cityofbelmont.org
Yours Truly,
Zip Stowe
Recreation Director
City of Belmont
PO BOX 431 1 1401 E CATAWBA 5T, BELMONT, NC 28012 1 WWW.CITYOF ATTACHMENT 6
1 OF 1

DocuSign Envelope ID: 813D413947-61 E2-44CC-9FCF-973A082B0242
MECKLENBURG COUNTY
Office of the County Manager
April 26, 2023
David S. Stutts, RE
Project Engineer-PEF/ Program Management
NCDOT Structures Management Unit
12033-C East Independence Blvd
Matthews, NC 28105
Subject: Section 4(f) de minimis determination for NCDOT Project B-6051 - Wilkinson Blvd at Catawba
River Bridge Replacement
Dear Mr. Stutts,
This letter is a follow-up to a request from the North Carolina Department of Transportation (`NCDOT")
to review and concur with a Section 4(f) de minimis impact determination for the proposed Wilkinson
Blvd at Catawba River Bridge Replacement B-6051 Project. The project consists of the replacement of
Gaston County Bridge No. 91, which carries US 74/US 29 over the Catawba River, between Gaston and
Mecklenburg Counties. The project will address geometric deficiencies in the US 74 approaches to the
bridge as well as navigational requirements for boating traffic under the bridge.
Within the boundaries of the project is Mecklenburg County owned and operated ISWA Nature Preserve.
The features qualifying the nature preserve as a 4(f) resource include publicly accessible open space and
walking trails. Mecklenburg County Park and Recreation Department has reviewed the impact to the
nature preserve resulting from the bridge replacement. Based on the small amount of County property to
be impacted by the project listed below, the County has determined that the project does not adversely
affect the activities, features, or attributes that qualify the ISWA Nature Preserve for protection under
section 4(f).
9-61M3 Right of Way Impacts
Pmmal #
Parcel Owner
PIN # / IPARCEL I0}
Total Parcel Arm
ROW Take
Pmrman*nt Eaa*mant Takp
TemparwryEaaarnant Ta b*.
ROW Rmrnml nine
WA 4
(Acres)
(Aoraa}
(Acr-)
(Aw"I
22
MECKLENBURG COUNTY
(123341071
0.75
0.000
0.032
O.1R2
9.759
23
MECKLENBURG COUNTY
(123342061
14.282
0.000
0.192
0.19G
1.4.182
24
MEMENBURG COUNTY
11334105
8.037
[LIM
0.343
"is
7.924
Thank you for allowing Mecklenburg County to weigh-in on project B-6051. If you have any questions
related to the comments above, please contact Jacqueline McNeil at 980-314-2511.
PEOPLE e PRIDE * PROGRESS * PARTNERSHIP ATTACHMENT 7
600 East Fourth Street• Charlotte, NC 28208-2835 • [phone]
www.MeckNC.jzov I OF 1

DocuSign Envelope ID: 813D413947-61 E2-44CC-9FCF-973A082B0242
Sincerely,
DocuSigned by:
��rilt� �• �IVI SV
eria ' iio
County Manager
Mecklenburg County
C: Leslie Johnson, Deputy County Manager
Lee Jones, Park and Recreation Director
Bert Lynn, Capital Planning Director
PEOPLE • PRIDE • PROGRESS • PARTNERSHIP
600 East Fourth Streets Charlotte, NC 28208-2835 a [phone]
www.MeckNC. jzov

U.S. Department of
Homeland Security <�
Bin®E
United States
Coast Guard
Mr. David Stutts
Trasnportation Engineer Supervisor
NCDOT Structures Management Unit
1581 Mail Service Center
Raleigh, NC 27699-1581
Dear Mr. Stuffs:
Commander
United States Coast Guard
Fifth Coast Guard District
431 Crawford Street
Portsmouth, Va. 23704-5004
Staff Symbol: (dpb)
Phone: [phone]
Fax: [phone]
Email: Mickev D Sanders2(cr7uscq mil
Or CGDFiveBridges(cr7uscg mil
16590
01 NOV 2018
Coast Guard review of your proposed project as provided in an email dated October 31, 2018,
from Ms. Maggie Weiner with RK&K Engineers, on behalf of the North Carolina Department of
Transportation, is complete.
Based on the documentation provided and our research, it is determined that a Coast Guard
bridge permit will not be required for the proposed US 29/74 Bridge across Catawba River, at
position (35.245750N,-81.008935W), at Gaston County, NC.
In addition, navigational lighting at the aforementioned bridge is not required, as per Title 33
Code of Federal Regulations, Part 118.40 (b).
The fact that a Coast Guard bridge permit is not required does not relieve you of the
responsibility for compliance with the requirements of any other Federal, State, or local agency
who may have jurisdiction over any aspect of the project.
If you have any further questions, please contact Mr. Mickey Sanders at the above listed address
or telephone number.
Sincerely,
HAL R. PITTS
Bridge Program Manager
By direction
Copy: Ms. Maggie Weiner, RK&K Engineers
CG Sector North Carolina, Waterways Management
U. S. Army Corps of Engineers, Norfolk District
ATTACHMENT 8
1 OF 1