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+