NCC220148_ESC Approval Submitted_20220120

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
December 16, 2021
LETTER OF APPROVAL WITH MODIFICATIONS
WTC of Hayesville
ATTN: Mr. Jim Price
2240 Sage Valley Drive
Graniteville, SC 29829
RE: Project Name: HAYESVILLE NEW RETAIL DEVELOPMENT
Acres Approved: 2.0
Project ID: CLAY-2022-003
County: Clay
City: Hayesville
Address: Hwy 64 E
River Basin: Hiwassee
Stream Classification: - Blair Creek - Class WS-IV
Submitted By: ADC Engineering, Inc. - Mr. Lawrence Barthelem , P.E.
Date Received by LQS: November 17, 2021
Plan Type: Commercial
Dear Mr. Price,
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this Ietter of Approval with
Modifications. The Modifications Required for Approval are listed on the attached page.
This plan approval shall expire three (3) years following the date of approval, if no land -
disturbing activity has been undertaken, as is required by Title 15A NCAC 413.0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under
the NCGO10000 Construction General Permit. After the form is reviewed and found to be
complete, you will receive a link with payment instructions for the $100 annual permit fee.
After the fee is received, you will receive the COC via email. You MUST obtain the COC prior
to commencement of any land disturbing activity. The eNOI form may be accessed at
deq.nc.gov/NCG01. Please direct questions about the eNOI form to Paul Clark at
DK North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Asheville Regional Office 1 2090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
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DeAnrfineMo EnWronmeM.1W llty 828.296.4500

Letter of Approval with Modifications
Attn: Mr. Jim Price
Date: December 16, 2021
Page 2 of 4
[e-mail]. If the owner/operator of this project changes in to future, the new
responsible party is required to apply for his/her own COC.
Title 15A NCAC 413.0118(a) and the NCGO1 permit require that the following
documentation be kept on file at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by GS. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following
the commencement of this project, it is determined that the erosion and sedimentation
control plan is inadequate to meet the requirements of the Sedimentation Pollution Control
Act of 1973 (North Carolina General Statute 113A-S 1 through 66), this office may require
revisions to the plan and implementation of the revisions to ensure compliance with the
Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county
ordinances or rules may also apply to this land -disturbing activity. This approval does not
supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. This permit allows for a land -
disturbance, as called for on the application plan, not to exceed the approved acres.
Exceeding the acreage will be a violation of this permit and would require a revised plan
and additional application fee. You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
We,V,
Fred Walker, P.E.
Express Engineer
Division of Energy, Mineral, and Land Resources

Letter of Approval with Modifications
Attn: Mr. Jim Price
Date: December 16, 2021
Page 3 of 4
Enclosures: Certificate of Coverage
NPDES NCG01 Fact Sheet
Modifications
ec: Mr. Lawrence Barthelemy, P.E. (larryb@adcengineering;com)
Mr. Bryan Shambiin - NCDEQ LQS [[e-mail])
Mr. Landon Davidson, P.G. - NCDEQ DWR (land on.davidsonOncdenr.goy)
Mr. Amy Annino- NCDEQ DWR ([e-mail])
cc: Regional Office file

Letter of Approval with Modifications
Attn: Mr. Jim Price
Date: December 16, 2021
Page 4 of 4
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: HAYESVILLE NEW RETAIL DEVELOPMENT
Project ID: CLAY-2022-003
County: Clay
For final approval submit two revised plan sets and an original Financial Responsibility
Ownership Form to the Asheville Regional Office Land Quality Section. No construction
activities can begin until the revised plan sets are approved.
1. Add to construction sequence -- no major grading activities are to take place during
wet weather or periods of predicted wet weather, and to notify NCDEQ LQS
inspector when project is ready to closeout.. {15A NCAC 04B .0106(a)(3)}
2. Complete Part B.2.a of the Financial Responsibility Ownership form, provide an
actual street address for Part A.2, FR party is not on NCSOS website -- provide
documentation showing registered to conduct business in NC, Remove Jim Price
from FRO if C. Goforth is signer. Provide latitude and longitude in decimal degree
format. Landowner on FRO form and deed do not match. {G.S. 113A-54.1.a}
3. Demonstrate that no outlet points for the site have a drainage area one acre or more.
{G.S. 113A-57.(3)}
4. if TCE approach requires water break show on plan, provide inlet protection for
driveway culvert Identify the 25 ft, trout buffer on the plan sheets.
S. Hatch all areas required to meet 7-day stabilization requirement in NPDES
NCG010000. {NPDES NCGO100001
6. Silt fence fabric trenching dimensions construction details are inadequate, trench
wattles to prevent undercutting, place stone on backside of reinforced outlets. {G.S.
113A-57.(2)}
7. Provide sizing calculations for stone energy dissipaters. If stone outlets are on grade
of 5 percent or more increase the width and length of the aprons 25-50 percent to
account for discharging onto grade. Design calcs for culverts and storm sewers.
Discharge and velocity calculations for open channel and ditch flows. Design calcs
for cross sections and method of stabilization for existing and planned channels
(include temporary linings). Include appropriate permissible velocity and/or shear
stress data.{15A NCAC 04B .0108}
8. Provide perimeter measure for proposed staging area. {G.S. 113A-57.(3)}
9. Add note to E&SC plan that any borrow or waste must come from or go to a
permitted site and or facility. {15A NCAC 04B .0110}
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities

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