HomeMy WebLinkAbout20150129 Ver 1_More Info Requested_202212211
Anderson, Mitchell L
From:Anderson, Mitchell L
Sent:Wednesday, December 21, 2022 2:54 PM
To:Spence Romine
Cc:Winston, Joey; Richard Carpenter
Subject:DWR 15-0129V2 Lodge on Lake Lure, 361 Charlotte Drive – Request for additional information
Hello,
On November 28, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water
Quality Certification from the Division for the subject project. The Division has determined that your application is
incomplete and cannot be processed. The application is on‐hold until all of the following information is received:
1. The application received for the subject project does not contain information regarding how work will be
conducted from the water. Please provide a description of how work will be conducted, including all
measures proposed to ensure compliance with NC Water Quality Standards. [15A NCAC 02H .0502(a)(9)]
Please note, the shoreline stabilization application is utilized to request written confirmation under The Division of
Water Resources’ General Certification 4502. All projects must comply with all conditions of the United States Army
Corp of Engineers’ Regional General Permit 30 as well as meeting all conditions of the Division’s General Certification
4502 to be eligible for coverage.
Please ensure to provided clarity within your plans that your project is meeting all applicable conditions within Regional
General Permit 30 and General Certification 4502: https://saw‐reg.usace.army.mil/RGPs2022/RGP_30.pdf
Some conditions are included below.
GC 4502.11. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
RGP30.s. Bulkhead and riprap alignments, or shoreline stabilization structures will not extend farther waterward than an average distance of two
(2) feet, maximum distance of five (5) feet from the normal pool elevation contour and may not extend more than 500 feet along a shoreline.
RGP30.t. Placement of riprap should be limited to only that which is necessary to protect existing/new bulkheads. In general, riprap will be placed
at the base of all bulkheads and will extend a maximum of three (3) feet waterward on a 2: 1 slope. However, in cases of steep slopes, a maximum
of six ( 6) feet waterward on a 2: 1 slope is authorized provided it complies with the applicable shoreline or reservoir management program. All
other fill material will be confined landward of bulkheads.
RGP30.u. Material placed for shoreline stabilization will not exceed an average of one cubic yard per running foot placed below the plane of the
ordinary high water mark. Material should only be placed where shoreline is actively eroding, and no material should be placed in excess of the
minimum needed for erosion protection.
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information for the
proper consideration of the application. Please respond in writing within 30 calendar days. If all of the requested
information is not received within 30 calendar days of receipt of this letter, the Division will be unable to approve the
application and it will be denied as incomplete. The denial of this project will necessitate reapplication to the Division
for approval, including a complete application package and the appropriate fee. Please email all requested documents to
mitchell.anderson@ncdenr.gov .
Thank you,
2
Mitchell Anderson
Environmental Specialist, Division of Water Resources
North Carolina Department of Environmental Quality
Office: 828‐296‐4662
mitchell.anderson@ncdenr.gov