20190505 Ver 2_B-4571 Lincoln Reverification October 2022_20221021

Tribal
Coordination

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, South Carolina 29730
Office 803-328-2427
Fax [phone]
November 30, 2021
Attention: Philip S. Harris
NC Department of Transportation
1598 Mail Service Center
Raleigh, NC 27699
Re. THPO # TCNS # Project Description
2022-193-22 Replacement of Bridge 7 on NC 185 over Indian Creek, Lincoln Co. B-4571
Dear Mr. Harris,
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 / 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-mail
[e-mail].
Sincerely,
Wenonah G. Haire
Tribal Historic Preservation Officer

United Keetoowah Band
Of Cherokee Indians in Oklahoma
Office of Historic Preservation
P.O. Box 746 • Tahlequah, OK 74465
18263 W Keetoowah Circle • Tahlequah, OK 74464
Phone: [phone] • Fax: [phone]
www.ukb-nsn.gov
og_v
10/21 /2021
RE: NCDOT Project B-4571 Project Notification and Comment Request
To Whom It May Concern:
Thank you for consulting with the United Keetoowah Band of Cherokee Indians in Oklahoma
(UKB). This response is regarding the request from your office for a review of the project listed
above. We have reviewed the information provided in your letter of October 21, 2021. We find
after review of the information we concur with your determination that "no archaeological
survey is needed".
There remains the possibility that unrecorded cultural resources, including archaeological artifact
or human remains, may be encountered during construction, demolition, or earthmoving
activities of this project. Should this occur, we require that you contact our office immediately so
we may offer appropriate comments under 36 CFR 800.13.
As the project moves forward we request the following conditions be followed:
Condition 1: Inadvertent Discoveries - In the event that human remains, burials, funerary items,
sacred objects, or objects of cultural patrimony are found during project implementation, the
proponent or his/her authorized agent shall cease work immediately within 200 ft of the find.
They shall take steps to protect the find from further damage or disruption. They shall contact the
Section 106 Coordinator, Acee Watt to report the find. The Section 106 Coordinator shall contact
the appropriate law enforcement authority if human remains are found. No further work shall be
allowed on the project until the Section 106 Coordinator has approved a plan for managing or
preserving the remains or items.
Condition 2: Post Review Discoveries - In the event that pre -contact artifacts (i.e., arrowheads,
spear points, mortars, pestles, other ground stone tools, knives, scrapers, pottery or flakes from
the manufacture of tools, fire pits, culturally modified trees, etc.) or historic period artifacts or
features (i.e., fragments of old plates or ceramic vessels, weathered glass, dumps of old cans,
cabins, root cellars, etc.) are found during project implementation, the proponent or his/her
authorized agent shall cease work immediately within 200 ft of the find. They then shall contact
the Section 106 Coordinator Acee Watt to report the find. No further work shall be allowed on
the project until the Section 106 has approved a work plan for managing or preserving the
artifacts or features.

United Keetoowah Band
Of Cherokee Indians in Oklahoma
Office of Historic Preservation
P.O. Box 746 • Tahlequah, OK 74465
18263 W Keetoowah Circle • Tahlequah, OK 74464
Phone: [phone] • Fax: [phone]
www.ukb-nsn.gov
og_v
Condition 3: Activities that have the potential to disturb cultural resources outside the areas
specified in the accompanying document(s) are not approved and will not proceed until cultural
resources review of potential adverse effects in the new area has been completed.
Please note that these comments are based on information available to us at the time of the
project review. We reserve the right to revise our comments as information becomes available. If
you have any questions or concerns, please contact our Section 106 Coordinator, Acee Watt at
[phone] or by email awatt(abukb-nsn.gov.
Best Regards,
Acee Watt
Section 106 Coordinator
Office of Historic Preservation
United Keetoowah Band of Cherokee
918-871-2852
awatt(d),ukb-nsn.gov

NCDOT Project B-4571 Project Notification and Comment Request
Turchy, Michael A <[e-mail]>
Mon 10/25/2021 2:13 PM
To: [e-mail] <[e-mail]>; [e-mail] <[e-mail]>
Please find attached Project Notification and Comment Request for a bridge replacement project by NCDOT.
Thank you for your time to review and comment on the information.
-Michael
Michael Turchy
Environmental Coordination and Permitting - Western Team Lead
North Carolina Department of Transportation
919 789 1102 mobile
919 707 6157 office
[e-mail]
1598 Mail 5ervice Center
Raleigh, NC 27699-1598
1000 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

ST�7E�.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
October 25, 2021
Russell Townsend
Tribal Historic Preservation Office
2077 Governors Island Road
Bryson City NC 28713
Dear Mr. Townsend,
The North Carolina Department of Transportation is developing the engineering studies for the replacement
of Bridge 7 on NC 185 over Indian Creek, Lincoln County, as project B-4571. A project vicinity map and
archaeological survey report is attached.
The coordinates of this project are approximately 35.441690,-81.378644.
We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the project.
In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties
of traditional religious or cultural importance that you are aware of that may be affected by the proposed
project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the
NHPA, we will maintain strict confidentiality about certain types of information regarding historic
properties.
Please respond by December 15th so that your comments can be used in the evaluation of this project. If
you have any questions concerning this project, or would like any additional information, please contact
me at [e-mail] or [phone].
Sincerely,
flip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
ec:
Matt Wilkerson, NCDOT Archaeology Team Leader
Eric Alsmeyer, USACE Project Manager
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
RALEIGH NC 27699-1598 Website: www.ncdot.gov

NCDOT Project B-4571 Project Notification and Comment Request
Turchy, Michael A <[e-mail]>
Mon 10/25/2021 2:09 PM
To: [e-mail] <[e-mail]>
Ms. Toombs,
Please find attached Project Notification and Comment Request for a bridge replacement project by NCDOT
Thank you for your time to review and comment on the information.
-Michael
Michael Turchy
Environmental Coordination and Permitting - Western Team Lead
North Carolina Department of Transportation
919 789 1102 mobile
919 707 6157 office
[e-mail]
1598 Mail Service Center
Raleigh, NC 27699-1598
1000 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

ST�7E�.
05
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
October 25, 2021
Elizabeth Toombs
Cherokee Nation
Tribal Historic Preservation Officer
PO BOX 948
Tahlequah OK 74465
Dear Ms. Toombs,
J. ERIC BOYETTE
SECRETARY
The North Carolina Department of Transportation is developing the engineering studies for the replacement
of Bridge 7 on NC 185 over Indian Creek, Lincoln County, as project B-4571. A project vicinity map and
archaeological survey report is attached.
The coordinates of this project are approximately 35.441690,-81.378644.
We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the project.
In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties
of traditional religious or cultural importance that you are aware of that may be affected by the proposed
project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the
NHPA, we will maintain strict confidentiality about certain types of information regarding historic
properties.
Please respond by December 15th so that your comments can be used in the evaluation of this project. If
you have any questions concerning this project, or would like any additional information, please contact
me at [e-mail] or [phone].
Sincerely,
P ilip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
ec:
Matt Wilkerson, NCDOT Archaeology Team Leader
Eric Alsmeyer, USACE Project Manager
Mailing Address: Telephone: [phone]
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

Permit
Application

M STxiTEa
O
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
April 17, 2019
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Nicholle Braspennickx
NCDOT Coordinator
JAMES H. TROGmN, III
SECRETARY
Subject: Application for Section 404 Nationwide Permit 13, 33, and Section 401 Water
Quality Certification for the Proposed Replacement of Bridge 7 on NC 182 over
Indian Creek in Lincoln County, Division 12, TIP No. B-4571, Debit $240 from
WBS 38414.1.2.
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 7 on NC
182 with a new bridge on the existing alignment. Traffic will be detoured off -site during construction.
As a result of replacing the existing bridge and stabilization at a new ditch outlet, there will be 91 linear
feet of stream bank stabilization and <0.01 acre of temporary stream impacts.
Please see enclosed copies of the Pre -Construction Notification (PCN), Stormwater Management Plan,
Permit Drawings, Roadway Plan Sheets, and northern long-eared bat memos. A Categorical Exclusion
(CE) was completed in June 2017 and distributed shortly thereafter. Additional copies are available upon
request.
This project calls for a letting date of October 15, 2019 and a review date of August 27, 2019.
A copy of this permit application and its distribution
hLtp:Hconnect.ncdot.gov/resources/Environmental. If
information, please call Erin Cheely at [phone].
Sincerely,
Philip S. Harris III, P.E., C.P.M.
(/ Environmental Analysis Unit Head
list will be posted on the NCDOT Website at:
you have any questions or need additional
Cc: NCDOT Permit Application Standard Distribution List
Mailing Address: Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610
Telephone: [phone]
NC DEPARTMENT OF TRANSPORTATION
Fax: [phone]
ENVIRONMENTAL ANALYSIS UNIT
Customer Service: 1-877-368-4968
1598 MAIL SERVICE CENTER
Website: www.ncdot.gov
RALEIGH NC 27699-1598

DWR
MOM— of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 29, 2018 Ver 3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq. nc.gov/WaterResources/0/edoc/624704/PCN / 20Help % 20File % 202018-1-30. pdf
A. Processing Information
County (or Counties) where the project is located:*
Lincoln
Is this project a public transportation project?*
r Yes r No
This is any publicly funded by rrunicipal,state a federal funds road, rail, airport transportation project.
Is this a NCDOT Project?*
r Yes r No
(NCDOT only) T.I.P. or state project number:
B-4571
WBS O
38414.1.2
(fa IJCDOT use only)
la. Type(s) of approval sought from the Corps:*
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?*
W Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r Standard (IP)
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP number been verified by the Corps?*
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
List all MN nunbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:*
check all that apply
P 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
F- Individual Permit
13 - Bank Stabilization
33 - Temporary Construction
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
I` 401 Water Quality Certification - Express
r Riparian Buffer Authorization
*
r Yes c No
r Yes c No
1f. Is this an after -the -fact permit application?*

C Yes
r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from nitigation bank a in -lieu fee program
r Yes r No
Acceptance Letter Attachment
nick the upload button or drag and drop files here to attach document
RLETYFENLSTBEPDI=
1h. Is the project located in any of NC's twenty coastal counties?*
r Yes r No
1j. Is the project located in a designated trout watershed?*
C Yes r No
Link to trout information: http://wwwsaw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information U
1a. Who is the Primary Contact?*
NCDOT
1c. Primary Contact Phone:*
1 b. Primary Contact Email: *
(xxx)xxx-p p
[e-mail]
[phone]
1d. Who is applying for the permit?*
P Owner
r Applicant (other than owner)
(Check all that apply)
1e. Is there an Agent/Consultant for this project?*
r- Yes r No
2. Owner Information
2a. Name(s) on recorded deed:*
NC Department of Transportation
2b. Deed book and page no.:
2c. Responsible party:
(for Corporations)
2d. Address*
Street Address
1598 Mail Service Center
Address Line 2
City
State / Rovince / Fbigion
Raleigh
NC
Ratal / Zip Code
Country
27699
USA
2e. Telephone Number:*
(xxx)xxx-x�«
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information L^J
1a. Name of project:*
Replacement of Bridge 7 on NC 182 over Indian Creek
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality / town:
*
Lincolnton
2. Project Identification
l"J

2a. Property Identification Number:
2b. Property size:
(tax RJ a parcel D)
(in acres)
2c. Project Address
Street Address
Address Line 2
City
State / Province / Region
Postal / Zip Code
Country
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on howthe location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude,* Longitude:*
35.441683-81.378634
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Indian Creek
3b. Water Resources Classification of nearest receiving water:*
WS-II, HQW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.*
030501020502
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Surrounding land use is undeveloped woodlands (50%) and pastureland/farmland (50%)
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
C]ickthe upload button a drag and drop files hereto attach document
File type must be pdF
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Dick the upload button or drag and drop files here to attach document
File type must be pdF
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
240
4h. Explain the purpose of the proposed project:*
NCDOT Bridge Management Unit records indicate Bridge No. 7 has a sufficiency rating of 20.42 out of a possible 100 for a new structure. The bridge is considered functionally obsolete
due to a structural evaluation rating of 3 out of 9 according to Federal Highway Administration (FHWA) standards. Bridge No. 7 has a sixty-six year old timber substructure which has a
typical life expectancy between 40 to 50 years due to the natural deterioration rate of wood. Rehabilitation of a timber structure is generally practical only when a few members are
damaged or prematurely deteriorated. However, past a certain degree of deterioration, timber structures become impractical to maintain and upon eligibility are programmed for
replacement. Bridge No. 7 is approaching the end of its useful life.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
This project replaces Lincoln County Bridge No. 7 along NC 182 over Indian Creek. Bridge No. 7 is 189 feet long. The replacement structure will be a bridge approximately 200 feet long
providing a minimum 34400t clear deck width. The bridge will include two 11-foot lanes with 6-foot offsets. The approach roadway will extend approximately 340 feet from the west end
and 535 feet from the east end of the new bridge. The approaches will be constructed to include a 32-foot pavement width providing two 11- foot lanes with 5-foot wide full -depth paved
shoulders. The roadway will be designed as a rural major collector using Subregional Tier guidelines with a 60 mile per hour design speed. Traffic will be detoured off -site during
construction. Standard road building equipment, such as trucks, dozers, and cranes will be used.
4j. Please upload project drawings for the proposed project.

Click the upload button a drag and drop files here to attach document
B-4571 Permit Drawings.pdf
B-4571 Roadway Plans.pdf
File type rrust be pdr
5. Jurisdictional Determinations
1.99MB
2.04MB
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
No wetlands and one perennial stream, Indian Creek was identified
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
Example: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Amber Coleman
Agency/Consultant Company: Stantec
Other:
5d1. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach document
File type rrust be tOF
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
NO.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
[ Wetlands W Streams -tributaries r Buffers
[ Open Waters r Pond Construction
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact * (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
1-Bank Stabilization
Permanent
Bank Stabilization
Indian Creek
Perennial
Both
30
75
AverAC7e (feet)
(linearfeet)
gp
1-Temporary Causeway
Temporary
Workpad/Causeway
Indian Creek
Perennial
Both
30
60
Average (feet)
(linear feet)
S3
2-Bank Stabilization
Permanent
Bank Stabilization
Indian Creek
Perennial
Both
30
16
Average (feet)
(linearfeet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
91
3i. Total temporary stream impacts:
60
31. Total stream and ditch impacts:
151

3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
The bridge Will be replaced on the existing alignment. An offsite detour will be used to maintain traffic during construction. No bents will be located
within the stream banks. Deck drains will not be used. Drainage has been designed to maintain existing drainage patterns and have as little
environmental and surface water impacts as possible. Class II riprap on the exiting banks has been specified to stabilize the eroding banks under the
proposed bridge.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Design Standards for Sensitive Watersheds will be implemented during project construction. The superstructure consists of a concrete deck with an
asphalt surface. The substructure consists of timber end and interior bents with concrete caps. It should be possible to remove the structure with no
resulting debris in the water based on standard demolition practices.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The NCDOT does not propose mitigation for the bank stabilization and temporary causeway impacts related to this project. These impacts do not require permanent fill in the stream
bed and, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S. and are not subject to compensatory mitigation.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
Outside any buffered basin and not on the main stem Catawba.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPAor SEPAfinal approval letter.)*
r Yes r No
NEPAor SEPAFinal Approval Letter
pick the upload button or drag and drop files here to attach document
RLETYFEMbTBERF
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15ANCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *

r' Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
f Yes r No
3b. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate
growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?*
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?*
r Yes r No
5g. Does this project involve bridge maintenance or removal?*
r Yes r No
5g(1). If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.? Representative photos of signs of bat use can be found in the NLEB SLOPES,
Appendix F, pages 3-7.
r Yes r No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
If you answered "Yes" to 5g(1), did you discover any signs of bat use?*
r Yes r No r^ Unknown
*** If yes, please show the location of the bridge on the permit drawings/project plans.
5h. Does this project involve the construction/installation of a wind turbine(s)?**
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted bymachines, such asjackhammers, mechanized pile drivers, etc.?*
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
dick the upload button or drag and drop files here to attach document
File rrust be Fi7F
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
As of June 27, 2018 the USFWS lists three protected species for Lincoln County - northern long-eared bat, dwarf -flowered heartleaf and Michau)(s
sumac. Please see the attached SLOPES memo dated December 3, 2018 for northern long-eared bat - no evidence of bat use was observed at the
bridge. (This project was previously federally funded and a 4(d) memo was sent to USFWS on September 19, 2017, so that memo is also attached just
FYI). Dwarf -flowered heartleaf and Michaux's sumac habitat is present within the project area, however, surveys of suitable habitat in May 2015 did not
find any populations or plants of either species. A sumac resurvey was conducted in October 2017 and no populations or plants were identified.
Consultation Documentation Upload
Cickthe upload button or drag and drop files hereto attach document
B-4571 NLEB Lincoln.pdf 110.58KB
B-4571 NLEB SLOPES Lincoln.pdf 178.7KB
File type rust be FDF
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
f Yes r No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.nedcr.gov/hpoveb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic
Trust designation or properties significant in North Carolina history and archaeology)?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Environmental Documentation (CE)
7c. Historic or Prehistoric Information Upload
dick the upload button or drag and drop files here to attach docurrent
File crust be Fi7F
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination?*
FEMA Maps
F-
Miscellaneous
Comments
There will be 0.4 acre of tree clearing on this project.
Miscellaneous attachments not previously requested.
Oickthe upload button a drag and drop files here to attach document
B-4571 Cover Letter.pdf 181.52KB
File rrust be Fi7F or KKE
Signature
*
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a 'transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
. I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
Carla Dagnino
Signature
�� Ar�,gilto
Date
4/17/2019
U

Highway North Carolina Department of Transportation
Highway Stormwater Program
. 4�I
STORMWATER MANAGEMENT PLAN =1
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 38414.1.2 TIP No.: B-4571 County(ies): Lincoln Page 1 of 1
General Project Information
WBS Element:
38414.1.2 ITIP Number: B-4571 Project Type: Bridge Replacement Date: 7/11/2018
NCDOT Contact:
Tierre Peterson, PE
Contractor / Desi ner:
Joshua G. Dalton, PE, CPESC
Address:
Structures Management Unit
1581 Mail Service Center
Raleigh, NC 27610
Address:
Sungate Design Group
905 Jones Franklin Road
Raleigh, NC 27606
Phone:
919 707-6488
Phone:
919 859-2243
Email:
tr eterson ncdot. ov
Email:
'dalton sun atedesi n.com
City/Town:
Lincolnton
Count ies :
Lincoln
River Basins :
Catawba
CAMA County?
I No
Wetlands within Project Limits?
No
Project Descri tion
Project Length (lin. miles or feet):
0.21 miles I Surrounding Land Use: I Rural residential
Pro osed Project
111111F Existing Site
Project Built -Upon Area ac.
0.9 ac.
0.6 ac.
Typical Cross Section Description:
Two 11' wide paved lanes with 5' paved shoulders and grass shoulder section.
Two 10' wide paved lanes with grass shoulder section.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 1400 Year: 2040
Existing: 1100 Year: 2015
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 007 over Indian Creek on NC 182 southwest of Lincolnton, NC. The proposed
bridge consists of 3 spans (1 @ 55', 1 @ 90', 1 @ 55') with spans 1 and 3 consisting of 21" cored slabs and span 2 consisting of 33" box beams. No bents will be located
within the stream banks. Drainage has been designed to maintain existing drainage patterns and have as little environmental and surface water impacts as possible. Deck
drains will not be required on the bridge. Class II rip rap on the stream banks has been specified to stabilize the eroding banks under the proposed bridge.
1011- Waterbody Information
Surface Water Body (1):
Indian Creek
NCDWR Stream Index No.:
11-129-8- 1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply II WS-II
Supplemental Classification:
High Quality Waters HQW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
1yes
Deck Drains Discharge Over Buffer? N/A
Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
I
(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)

ti
h
See Sheet 1-B For Conventional Symbols
Z•
FIaY F '
\ • B DGE # END PR ECT
\ • S
\ g2 d
\ 2
NC 182
` BEG PRO CT
-A-
OFF�VICINITY MAP
DETOUR
NOT TO SCALE
-L- POC STA. 12 +
---
_�— T0 NC 274
-L- POC STA. 10 + 00.00
STATE OF NORTH CAROLINA
DIVdSION OF HIGHWAYS
LINCOLN COUNTY
LOCATION: BRIDGE NO. 7 OVER INDIAN CREEK ON NC 182
PERMIT D RAW I N G
SHEET 1 OF 6°�°
6TATB PROIPCf RRPRRENCR N0.
SHEET
NO
TOTAL
SHEETS
B-4571
STATEPROl.N0.
.APROl.N0.
DR9CRD.I'ION
38414.1.2
WA
PE
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
**DESIGN EXCEPTION NEEDED FOR DESIGN SPEED.
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
CLEARING ON THIS PROJECT SHALL BE IN ACCORDANCE WITH METHOD
WETLAND AND SURFACE WATER IMPACTS PERMIT
\\s vv SITE 1
BEGIN BRIDGE
-L- STA. 16 + 4C
a
1N�1gH��s.
\acRFFK
END BRIDGE
-L- STA. 18 + 40.00
N
R
El
END TIP PROTECT B-4571
INCOMPLETE PLANS I DOCUMENT NOT CONSIDERED FINAL
D° NDT USE FOR R/ W ACDUDUTION UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PREPARED //V THE OFF/CE OF.
® Stantec STANTEC CONSULTING SUNGATE DESIEGROUP,A.
1J-1,-2. D°°a Is.��, TooADT
HYDRAULICS ENGINEER
50 25 0 50 100
2015 = 1100
°^ x° F ° 72 so°°°
Hoar
ADT 2040 = 1400
p
K = 12/o
LENGTH OF ROADWAY T.I.P. PROJECT B-4571 = 0.175 MI.
LENGTH OF STRUCTURE T.I.P. PROJECT B-4571 = 0.038 MI
'Of THENORTh' CAf0Z1VA oFRAWWATOETR4NSP0.4TAT/ON
@+ �®
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2018 STANDARD SPECIFICATIONS
PLANS
0
D = 75/o
P.E.
50 25 0 50 100
T = 6%*
**V = 30 MPH
TOTAL LENGTH OF T.I.P. PROJECT B-4571 = 0.213 MI
RIGHT OF WAY DATE:
12/01/2018
MICHAEL D. LINDGREN, PE
SIGNATURE.
g
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
*(TTST 2%+DUALS 4%)
5 2.5 0 10 20
NCDOT CONTACT: TIERRE PETERSON, PE & DAVID STUTTS, PE
LETTING DATE:
MICHAEL B. LITTLEFIELD, PE
F U N C CLASS = RURAL
MAJOR COLLECTOR
SUB -REGIONAL TIER
STRUCTURES MANAGEMENT UNIT
n G ^ 01 n
1 015/2 7
PE
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
SIGNATURE.

DETAIL 1
LINE TYPICAL ROADWAY DIT
I Not to Scalel
Frorrt
Greotune Fore slot�phe
d D
FROM STA. 20+50 TO STA. 23+50 -L- LT
DETAIL 2
SPECIAL CUT DITCH
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FROM STA. 20+50 TO STA. 22+50 -L- RT
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Natural Natural
Group ?.� ,I.� Goan
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Min. D=1.5 Ft.
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FROM STA. 18+15 TO STA. 18+50 -L- RT
DETAIL 7
STREAMBANK STABILIZATION
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2'
GEOTEXOLE
Type of Liner- Class II Rip Rop, EST 100 Tone
Georoxtile. EST 210 SY
STA. 17+15 -L-
STA.17+60 -L-
DETAIL 3
LATERAL 'V' DITCH
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Nalural ~— Fill
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d
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Max. d=1.5 Fd.
Type of Liner= 0— B Rip -Rap 5=5.0 Ff.
FROM STA. 18+50 TO STA. 20+50 -L- RT
DETAIL 5
RIP RAP AT EMBANKMENT
(Not to Scolal
10,min.
Ditch— 2'
Grade
GEOTERTILE
Type of Liner= EST 13 TONS CL II Rip-Rop
EST 25 SY Ge—ile
STA. 18+10 -L- RT
DETAIL 6
STANDARD BASE DITCH
I Not to Scalel
Nalural Natural
Grund 7;7 ry.\ Ground
d D
Gewexdle B Min. D=1.5 Ft.
Max. d=1.5 Ft.
'When B is < 6.0' B=2.0 Ft.
Type of Liner= Class B Rip -Rap
FROM STA. 18+87 TO STA. 19+27 -L- LT
PROJECT REFERENCE NO. SHEET NO.
B-4571 2A
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
BNCOMPL1E FE PLANS
W NOT USE FOR 6 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 6

ROADWAY DESIGN HYDRAULICS
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CONSTRUCTION

PROJECT REFERENCE NO. SHEET NO.
\ \ \ C .5' 6.25' 0 12.5' 25' B-4571
RW ROBERT W. AVE;Rl\\ �\ L DESIGN SHEET NO.
ROADWAY DESIGN HYDRAULICS
SCALE: 1"=25' / ENGINEER ENGINEER
o L A N A T o A V E R u `� +
p \ DO NOT USE FOR 6 W ACOUISITTON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N o PERMIT DRAWING
SITE 1 SHEET 5 OF 6
F
1,
TEMP IMPACTS IN c, g `\
SURFACE WATER
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SITE 2
S

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
17+09 to 17+71-L-
BANK STABILIZATION
0.01
75
TEMP ROCK CAUSEWAY
< 0.01
2
18+00 to 18+16-L-RT
RIP RAP EMBANKMENT
< 0.01
16
TOTALS*:
0.02
1 < 0.01
91
0
0
*Rounded totals are sum of actual impacts
NOTES:
Tempoary Impacts in Surface Water caused by temporary rock causeway 0.004 ac.
2018 Feb

See Sheet 1-B For Conventional Symbols
END CT
BRIDGE #7
`\ N
\ NG.
EG OJECT
°VICIFF SITE 11tITY MAP
DETOUR
NOT TO SCALE
S°JI°A'Il°]E OF I+IOFg'Il°]H CAI$O]LINA
DIVISION OF HIGsHWASYS
LINCOLN CO UNTY
LOCATION. BRIDGE NO. 7 OVER INDIAN CREEK ON NC 182
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
BEGIN BRIDGE
—L— STA. 16+38.5
a
L- POC STA. 12 +
-L- POC STA. 10+00.00
**DESIGN EXCEPTION NEEDED FOR DESIGN SPEED.
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
CLEARING ON THIS PROJECT SHALL BE IN ACCORDANCE WITH METHOD III
OIgH
Av
STAIR
RRPRRRNCR NQ
-BE-
Sldr,�
NQ
TO'!AL
SRRRTS
B-4571
�
STATe PROI.NO.
.A�ROl.N0.
DE.SCRIPI'fON
38414.1.2
WA
PE
38414.2.1
WA
RW /UTIL.
38414.3.1
WA
CONST.
EA I
END BRIDGE
-L- STA. 18 + 41.44
N �PO
\\ O
�c
END TIP PROJECT B-4571 \
-L- POT STA. 24 + 00.00
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

BOUNDARIES AND PROPERTY.-
State Line
— -
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
O
Property Corner
Property Monument
0
Parcel/Sequence Number
123
Existing Fence Line
—x x x—
Proposed Woven Wire Fence
e
Proposed Chain Link Fence
Proposed Barbed Wire Fence
$
Existing Wetland Boundary
Proposed Wetland Boundary
a
Existing Endangered Animal Boundary
a
Existing Endangered Plant Boundary
EPa
Existing Historic Property Boundary
Pa
Known Contamination Area: Soil
Potential Contamination Area: Soil
- �?❑
Known Contamination Area: Water
-
Potential Contamination Area: Water
-?
Contaminated Site: Known or Potential?
BUILDINGS AND OTHER CULTURE.-
Gas Pump Vent or U/G Tank Cap
O
Sign
o
Well
°
Small Mine
Foundation
0
Area Outline
Cemetery
Building
School
Church
2
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
is
Buffer Zone 1
BZ I
Buffer Zone 2
BZ 2-
Flow Arrow
Disappearing Stream
--
Spring
o� --�
Wetland
Proposed Lateral, Tail, Head Ditch
F�
False Sump
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS. -
Standard Gauge
CSX TRANSPORTATION
RR Signal Milepost
MILEPOST 35
Switch
0
SWITCH
RR Abandoned
— — — —
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
-
Proposed Right of Way Line
Proposed Right of Way Line with
A
Iron Pin and Cap Marker
Proposed Right of Way Line with
m
Concrete or Granite RW Marker
Proposed Control of Access Line with
Concrete C/A Marker
ED-
Existing Control of Access
(A;
Proposed Control of Access
Existing Easement Line
E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage /Utility Easement
DUE —
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with 0 Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
- - - c -
Proposed Slope Stakes Fill
- - - F -
Proposed Curb Ramp
cR
Existing Metal Guardrail
Proposed Guardrail
T T T
Existing Cable Guiderail
I n °
Proposed Cable Guiderail
n n n °
Equality Symbol
Pavement Removal
VEGETATION..-
Single Tree -
Single Shrub
Hedge
Woods Line
Orchard 4 4 4 4
Vineyard v -...d
EXISTING STRUCTURES. -
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall eovo WW
MINOR:
Head and End Wall -ONC HW
Pipe Culvert
Footbridge >----------<
Drainage Box: Catch Basin, DI or JB
❑CB
Paved Ditch Gutter
Storm Sewer Manhole
O
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
y
Proposed Power Pole
b
Existing Joint Use Pole
4-
Proposed Joint Use Pole
Power Manhole
O
Power Line Tower
❑
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole•
U/G Power Line LOS B (S.U.E.*)
- - - -P- - - -
U/G Power Line LOS C (S.U.E.*)
--'--
U/G Power Line LOS D (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
-0-
Telephone Manhole
O
Telephone Pedestal
M
Telephone Cell Tower
U/G Telephone Cable Hand Hole
HH
U/G Telephone Cable LOS B (S.U.E.*)
- - - -F- - -
U/G Telephone Cable LOS C (S.U.E.*)
--,--
U/G Telephone Cable LOS D (S.U.E.*)
U/G Telephone Conduit LOS B (S.U.E.*)
- - - -,- - - -
U/G Telephone Conduit LOS C (S.U.E.-
U/G Telephone Conduit LOS D (S.U.E.*)
U/G Fiber Optics Cable LOS B (S.U.E.*)
- - - -. Fo- - -
U/G Fiber Optics Cable LOS C (S.U.E.*)
- -"I— -
U/G Fiber Optics Cable LOS D (S.U.E.*)
' FA
WATER:
Water Manhole
Water Meter
o
Water Valve
Water Hydrant
<�
U/G Water Line LOS B (S.U.E*)
- - - -w- - - -
U/G Water Line LOS C (S.U.E*)
- -w- -
U/G Water Line LOS D (S.U.E*)
Above Ground Water Line
A/C Water
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole HH
U/G TV Cable LOS B (S.U.E.*) - - - -TV- - - -
U/G TV Cable LOS C (S.U.E.*) - -
U/G TV Cable LOS D (S.U.E.*) -"
U/G Fiber Optic Cable LOS B (S.U.E.*) - F - -
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown WG Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
LVG Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
A/C Gas
•
J
AATUR
E.O.I.

PAVEMENT SCHEDULE
FINAL PAVEMENT DESIGN
PROP. APPROX. 3", ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C1 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH, ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
`2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PER 1" DEPTH, TO BE
PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
E1 PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 513 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
ErL AT AN AVERAGE RATE OF 513 LBS. PER SO. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 5.5" IN DEPTH.
J1 PROP. APPROX. 6" ABC
R I SHOULDER BERM GUTTER
T I EARTH MATERIAL
U I EXISTING PAVEMENT
W WEDGING (SEE DETAIL THIS SHEET)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
-DRWYI-
2' VAR. VAR. 2'
i 5
I
i
W/
I
GRADE
POINT
.n 08
I
�0.02 0.02� n
nQ
ORIGINAL
GROUND �
GRADE TO THIS LINE
L_
NC 182
11'-011 61�11 8'-011
I
VAR
W
51�11
FDPS
I
Z
T
I GRADEClU
POINT�0.021 0.02, i 0.08,
--------U-- ----- 4:1
7.5" 7.5" T
E1
TYPICAL SECTION NO. 1
GRADE TO THIS LINE
-L- STA. 12+75.00 TO STA. 16+38.56 (BEGIN BRIDGE)
-L- STA. 20 + 30.00 TO STA. 24 + 00.00
-L-
NC 182
6'-0" 11'-0" 1 11'-011
9' W/GR I
I
5'-0" i
FDPS
I
I
I GRADE
I POINT
6.08 ,0.02 1 0.02
ORIGINAL
GROUND
T El C1 7.5" C1 El
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
ORIGINAL\\\----\\\`L' T 6 jj,6"
,Z
GROUND GRADE TO THIS LINE GROUND
1�
TYPICAL SECTION NO. 4
-DRWI- STA. 10 + 00.00 TO STA. 11 + 60.70
I9174'1
8'-0"
4 Stantec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
—stantec.com
License No. F-0672
ORIGINAL
GROUND
/ _ A _///
*PAVE TO FACE OF GUARDRAIL
ORIGINAL
GROUND
GRADE TO THIS LINE
-L- STA. 18+41.44 (END BRIDGE) TO STA. 20+30.00
V-3"
-L-
NC 182
I
'IA'I h" F-F
I
7'-3" 11'-0" 11'-0" 7'-3"
3.5"
I
I
3.5"
MIN.
@ CL
I
MIN.
BRG.
GRADE I
@ CL
BRG.
POINT j W
0.02 , i 0.02 ,
III
eo 00 00 oe eo 00 oe eo oeee o0
00 0�
m
13 BOX BEAM OR CORED SLAB UNITS = 39'
TYPICAL SECTION NO. 3
21-411
PROJECT REFERENCE NO. SHEET NO.
B-4571 2A-1
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXISTING
GROUND
2.5, T v �- GRADE TO
THIS LINE
PARTIAL TYPICAL SECTION NO. 1A /2A
USE PARTIAL TYPICAL SECTION IN CONJUNCTION
WITH TYPICAL SECTION NO. 1 & 2 AS FOLLOWS:
-L- STA. 15 + 30.00 TO STA. 16 + 37.04 RT.
-L- STA. 18 + 61.31 TO STA. 21 + 00.00 RT.
TIE TO EXISTING
PAVEMENT
INCIDENTAL
MILLING
1.5"
L- - - - - - - - - - - - - - - - - - --
SEE PLAN & PROFILE _
11 SHEET 4
TIE-IN MILLING DETAIL
-L- STA. 16 + 38.56 TO STA. 18 + 41.44
NC 182 AT THIS LOCATION IS PART OF THE SOUTHERN HIGHLANDS STATE BICYCLE ROUTE (NC BIKE ROUTE 8)

Permit
Package

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW No. 2019-00671 County: Lincoln U.S.G.S. Quad: NC-Cherrvville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
North Carolina Department of Transportation
Ms. Erin Cheely
Address:
1598 Mail Service Center
Raleigh, NC 27699-1598
Telephone Number:
919-707-6108
E-mail:
ekcheelynncdot.gov
Size (acres) 1 acre Nearest Town Crouse
Nearest Waterway Indian Creek River Basin Santee
USGS HUC 03050102 Coordinates Latitude: 35.441683
Longitude:-81.378634
Location description: The project is located on NC 182 and Indian Creek, northwest of the town of Crouse in Lincoln Countv,
North Carolina.
Description of projects area and activity: This verification authorizes the replacement of a 189 linear foot 3-span bridge, with a
200 linear foot clear -scan brid,2e. on NC 182 over Indian Creek. reauirini! the Dermanent discharge of 91 linear feet of class II
riprap for stream bank stabilization (75 linear feet in one location, 16 linear feet in another location) near Crouse, Lincoln
County, North Carolina. The project also includes the temporary discharge of fill materials (gravel, stone) below the ordinary
high water mark of Indian Creek for a temporary 30 x 60 linear construction access/work pad.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 13. Bank Stabilization, and NWP 33. Temporary Construction, Access and Dewatering
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/17/2019, and the enclosed Permit Drawings, Sheets 1-6 dated 2/25/2019. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Nicholle Braspennickx at 704-510-0162 or Nicholle.M.Braspennickx.usace.army.mil.
I ..k MAT M EWS.MONTE.K.1284867633
Corps Regulatory Official: M•4�.2019.05.07 07:08:27-04'00' Date: 5/7/2019

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
STAY,`
r � X
NORTH CAROLINA
EfF�YAPiiialtlrrl Quaff
June 17, 2019
Lincoln County
NCDWR Project No. 2019505v. I
Bridge 7 on NC 182
State Project No. B-4571
APPROVAL of 401 WATER QUALITY CERTIFICATION, with ADDITIONAL CONDITIONS
Mr. Philip S. Harris, III, P.E., CPM
Environmental Analysis Unit Head
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina, 27699-1598
Dear Mr. Harris:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
replacing bridge 7 on NC 182 in Lincoln County:
Stream Impacts in the Catawba River Basin
Bank
Temporary Fill
Permanent Fill
Temporary Fill
Total Stream
Stream Impacts
Site
Stabilization
in Intermittent
in Perennial
in Perennial
Impact
Requiring
(linear ft)
Stream (linear
Stream
Stream
(linear ft)
Mitigation
ft)
(linear ft)
(linear ft)
(linear ft)
S1
75
60 (causeway)
75
0
S2
16
16
0
0
0
0
0
TOTAL
91
0
0
60
91
0
Total Stream Impact for Project: 91 linear feet.
DWR Required Mitigation: 0 linear feet
The project shall be constructed in accordance with your application dated received April 17, 2019. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
4134 and 4141. This certification corresponds to the Nationwide Permit 13 and Nationwide Permit 33 issued by
the Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you proceed
with your project including (but not limited to) Sediment and Erosion Control, Non -Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying 404 permit.
'rD
F North Carolina Department of Environmental Quality I Division of Water Resources
MIQ r 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699 1617
— 919.707.9000

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the NCDWR and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification(s) and any additional conditions listed below.
Condition(s) of Certification:
Project Specific Conditions
1. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre -construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre -construction meeting. [ 15A NCAC 02H.0506(b)(2) and (b)(3)
2. The post -construction removal of any temporary bridge structures must return the project site to its
preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native
species. [15A NCAC 02H .0506(b)(2)
3. As a condition of this 401 Water Quality Certification, the bridge demolition and construction must be
accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices
for Construction and Maintenance Activities. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H
.0506(b)(5)]
4. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the
bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes, vegetated
buffers, etc.) before entering the stream. To meet the requirements ofNCDOT's NPDES permit
NCS000250, please refer to the most recent version of the North Carolina Department of Transportation
Stormwater Best Management Practices Toolbox manual for approved measures. [ 15A NCAC 02H
.0507(d)(2) and 15A NCAC 02H .0506(b)(5)]
5. Bridge piles and bents shall be constructed using driven piles (hammer or vibratory) or drilled shaft
construction methods. More specifically, jetting or other methods of pile driving are prohibited without
prior written approval from the NCDWR first. [ 15A NCAC 02H.0506(b)(2)]
6. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter surface
waters. This water shall be captured, treated, and disposed of properly. [15A NCAC 02H .0506(b)(3)
7. All bridge construction shall be performed from the existing bridge, temporary work bridges, temporary
causeways, or floating or sunken barges. If work conditions require barges, they shall be floated into
position and then sunk. The barges shall not be sunk and then dragged into position. Under no
circumstances should barges be dragged along the bottom of the surface water. [15A NCAC 02H
.0506(b)(3)
8. For projects impacting waters classified by the NC Environmental Management Commission as Trout
(Tr), High Quality Waters (HQW), or Water Supply I or II (WSI, WSII) stormwater shall be directed to
vegetated buffer areas, grass -lined ditches or other means appropriate to the site for the purpose of pre -
treating storm water runoff prior to discharging directly into streams. Mowing of existing vegetated
buffers is strongly discouraged.
9. The permittee shall use /Design Standards in Sensitive Watersheds/(15A NCAC 4B.0124[a]-[e]) in areas
draining to (WS-I,WS-II, ORW, HQW, Tr - pick applicable) waters. However, due to the size of the
project, the NCDOT shall not be required to meet 15A NCAC 4B .0124(a) regarding the maximum
amount of uncovered acres.
M `� North Carolina Department of Environmental Quality I Division of Water Resources
��,P 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699 1617
Z,7
919.707.9000

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
10. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT, including the applicable
requirements of the NCGO1000. Please note the extra protections for the sensitive watersheds
General Conditions
Unless otherwise approved in this certification, placement of culverts and other structures in open waters
and streams shall be placed below the elevation of the streambed by one foot for all culverts with a
diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter
less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of
culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream
and downstream of the above structures. The applicant is required to provide evidence that the
equilibrium is being maintained if requested in writing by NCDWR. If this condition is unable to be met
due to bedrock or other limiting features encountered during construction, please contact NCDWR for
guidance on how to proceed and to determine whether or not a permit modification will be required.
[I5ANCAC 02H.0506(b)(2)]
2. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall
not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and
fish kills. [15A NCAC 0213.0200]
3. During the construction of the project, no staging of equipment of any kind is permitted in waters of
the U.S., or protected riparian buffers. [ 15A NCAC 02H.0506(b)(2)]
4. The dimension, pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b)(2)]
5. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for
stream stabilization shall be placed in stream channels in such a manner that it does not impede
aquatic life passage. [15A NCAC 02H.0506(b)(2)]
6. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. [ 15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
7. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities manual
such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation in flowing water. [15A NCAC 02H.0506(b)(3) and (c)(3)]
8. Heavy equipment shall be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the introduction of other pollutants into the stream. [I 5A NCAC
02H.0506(b)(3)]
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
[I 5A NCAC 02H.0506(b)(3)]
10. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [I5ANCAC 02H.0506(b)(3)]
jwre -A
K_,r�DKW North Carolina Department of Environmental Quality I Division of Water Resources
tj
Qr� 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699 1617
919.707.9000

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
11. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited. [I 5A NCAC 02H.0506(b)(3)]
12. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act) and any other appropriate requirements of State and Federal law. If the NCDWR determines that
such standards or laws are not being met (including the failure to sustain a designated or achieved use) or
that State or federal law is being violated, or that further conditions are necessary to assure compliance,
the NCDWR may reevaluate and modify this certification. [ 15A NCAC 02B.0200]
13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification. [ 15A NCAC 02H.0506(b)(2)]
14. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with
the Division Engineer and the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H
.0506 (b)(2) and (c)(2)]
15. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification. [15A NCAC 02H.0501 and .0502]
16. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and
federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management
rules, soil erosion and sedimentation control requirements, etc.
17. The Permittee shall report any violations of this certification to the Division of Water Resources within
24 hours of discovery. [15A NCAC 02B.0506(b)(2)]
18. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify
the NCDWR when all work included in the 401 Certification has been completed. [15A NCAC
02H.0502(f)]
19. Native riparian vegetation (ex. Salix nigra, Juncus (spp), Carex (spp), et al.) must be reestablished in
the riparian areas within the construction limits of the project by the end of the growing season following
completion of construction. [15A NCAC 0213.023l(b)(6)]
20. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated
with this permit without appropriate modification. Should waste or borrow sites, or access roads to waste
or borrow sites, be located in wetlands or streams, compensatory mitigation will be required since that is
a direct impact from road construction activities.[15A NCAC 02H.0506(b)(3) and (c)(3)]
21. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards [15A NCAC 02H.0506(b)(3) and (c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
e:!5�QE Q North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699 1617
919.707.9000

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
22. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise
approved by this Certification. [ 15A NCAC 02H.0506(b)(3) and (c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions, please contact Donna Hood at [phone] or [e-mail].
Sincerely,
Docuftned by:
0-W1.y. Q*41%w L'A.
9C9886312DCD474...
Linda Culpepper, Director
Division of Water Resources
Electronic copy only distribution:
Nicholle Braspennickx, US Army Corps of Engineers, Charlotte Field Office
Trish Beam, Division 12 Environmental Officer
Carla Dagnino, NC Department of Transportation
Claire Ellwanger, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
�
M `� E Q North Carolina Department of Environmental Quality I Division of Water Resources
�,5 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
Z 919.707.9000

DocuSign Envelope ID: CB96AB5F-433C-4B5E-938A-274CFEE625E2
Donna Hood, NC Division of Water Resources Mooresville Regional Office
File Copy
North Carolina Department of Environmental Quality I Division of Water Resources
` 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000