NCC205608_ESC Approval Submitted_20201208

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
September 1, 2017
LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFORMANCE RESERVATIONS
Deal Road Ventures, LLC
Attention: Cameron B. Helms, Owner
113 Indian Trail Road # 274
Indian Trail, North Carolina 28079
RE: Project Name: Deal Road Subdivision
Acres Approved: 7.16
Project ID: UNION-2017-091.
County: Union, City: Weddington
Address: Weddington-Matthews Road
River Basin: Catawba
Stream Classification: Other
Submitted By: Deal Road Ventures, LLC
Date Received by LQS: August 24, 2017
Plan Type: Revised
Dear Mr. Helms:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY E. DAVIS
Director
This office has reviewed the subject erosion and sedimentation control plan and hereby issues
this Letter of Approval with Modifications and Performance Reservations. A list of the
modifications and reservations is attached. 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 4B .0129. Should the plan not perform adequately, a revised plan will be
required (G.S. 11 3A-54. 1)(b).
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCG010000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

Letter of Approval with Modifications and Performance Reservations
Deal Road Ventures, LLC
September 1, 2017
Page 3 of 3
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Deal Road Subdivision
Project ID: UNION-2017-091
County: Union
Reviewed by: Tamera Eplin, PE, CPESC
1. The length:width ratio for sediment basins is typically 2:1 with baffles separating the basin into
fourths to achieve the desired volume between baffles, to allow the longest water path for settling
and to allow access for maintenance. Refer to Sections 6.61 and 6.65 of the North Carolina
Erosion and Sediment Control Planning and Design Manual and modify your design as much as
practical. [G.S. 113A-57(3)]
2. Stockpiles should not be located within 50 feet of any storm drain, basin, or stream unless no
alternative is feasible. [G.S. 143-215.1]
3. Temporary slope drains should be provided where temporary diversions discharge into sediment
basins or traps with a slope height greater than seven feet. [G.S. 113A-57(3)]
4. Utilize silt fencing and/or a water bar to prevent stormwater flow into the sewer line area when
not actively working in the area. [G.S. I I3A-57(3)]
5. Additional measures may be required - The applicant is responsible for the control of sediment
on -site. If the approved erosion and sedimentation control measures prove insufficient, the
applicant must take those additional steps necessary to stop sediment from leaving this site.
[15A NCAC 4B .0115]