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HomeMy WebLinkAbout20210794 Ver 1_Pre-Filing Meeting Request_20210409DWR Pre -Filing Meeting Request Form ID#* Regional Office* Reviewer List* 20210794 Version * 1 Asheville Regional Office - (828) 296-4500 Amy Annino Pre -Filing Meeting Request submitted 4/9/2021 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Bart Shaw bart@shawtate.com Waterfront Club Caldwell Timber Partners, LLC Caldwell Street Address 1031 S Caldwell Street Address Line 2 Suite 220 City State / Rovince / Region Charlotte North Carolina Fbstal / Zip Code Country 28203 United States Is this a transportation project?* r Yes (' No Type(s) of approval sought from the DWR: I— 401 Water Quality Certification - I— 401 Water Quality Certification - Regular Express I— Individual Permit I— Modification fJ Shoreline Stabilization Does this project have an existing project ID#?* r Yes (' No Do you know the name of the staff member you would like to request a meeting with? Amy Annino Please give a brief project description below and include location information. * Large boulders will be placed along the shoreline to stabilize the shoreline and help minimize erosion. It should also reduce the area in which foot traffic enters and exits the lake to help maintain ground cover. Please give a couple of dates you are available for a meeting. 4/20/2021 4/21/2021 Please attach the documentation you would like to have the meeting about. shoreline lot 125.pdf pdf only 1.06MB By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature zaz.le-iLciaw Submittal Date 4/9/2021 Rpm RMN ,a -TOPPYIN MwFj- pop NOW Cign VIM IMEE.E. I'Cr -- my I a El I Hit 15 \\ \ \------\ -- -�_ 4. Clearing to Support Stabilization Projects — Minimal clearing within the Project Boundaries is allowed to create corridors for equipment access for stabilization projects. Access corridors should be incorporated into permanent pier/dock access corridors (i.e., footpaths) where practical. Native vegetation removed to accommodate construction access for shoreline stabilization shall be replaced in accordance with the Vegetation Management Requirements with native vegetation of a similar species or type. 5. Water Willow Beds — Applicants are encouraged to avoid activities (including stabilization) that could have an adverse impact upon existing water willow beds. Bioengineering is a preferred shoreline stabilization technique and is encouraged, especially in eroded areas associated with water willow beds. Shoreline stabilization activities are limited to the eroded bank and any unavoidable impacts to existing water willow beds, as a result of stabilization installation, require replanting water willow in the impacted area(s). Rip -rap installed below the normal lake level elevation and associated with water willow beds must be limited to one layer deep to allow spaces between the stone for water willow recruitment. Removal of water willow for continued lake access may be allowed, but only for the specific and limited area necessary. Removal of water willow by means of chemical application can only be conducted in accordance with state and federal pesticide application regulations_ 6. Rip -Rap Use with Bulkheads — A layer of rip -rap (Class B or Larger) extending six feet lakeward from full pond must be placed along the entire base of all bulkheads (except for loosely stacked, dry -stacked boulder walls). The six foot requirement for steep slopes is measured vertically. For more gradual slopes where the vertical measurement would prove impractical, a horizontal measure may be used (Figure 58-2). 7. Bioengineering Vegetation — The types of plantings used in bioengineering and landscape -planting projects should be native to North Carolina and South Carolina, and must be reviewed and approved by DE-LS prior to introduction. 8. Seawalls — Seawalls are not allowed in areas with an average eroded bank height of less than three feet. 9. Bioengineering — Proposals for stabilization where the eroded bank height is less than two ft may use approved bioengineering technique and enhanced rip -rap technique only (see Figure 5B-3 for example of acceptable enhanced rip -rap technique). 10. Length of Shoreline to be Stabilized — An individual permit from the SCDHEC for activities in South Carolina and the US Army Corps of Engineers for activities in North Carolina is required for stabilization that exceeds 500 linear ft of shoreline. Multiple applications for less than 500 ft of stabilization activities on a parcel exceeding 500 linear f will not be accepted within a five year timeframe. October 3, 2016 C-56 Shoreline Management Guidelines Shoreline Management Plan Catawba-Wateree Project (FERC No. 2332) 0 cc n n C3' P7 � cep Lz r r F IS p P n Uc iq r n a c z N -d W fl r¢ ur3 m z z n m 7, w 0 C r v m Cn D r a z z CO V+