HomeMy WebLinkAbout20201455 Ver 1_Pre-Filing Meeting Request_20201012ID#* 20201455
Version* 1
Regional Office* Wilmington Regional Office - (910) 796-7215
Reviewer List* Robb Mairs
Pre -Filing Meeting Request submitted 10/12/2020
...................................................................................................................................................................................................................................................................................................
Contact Name * Peter and Carole Kozloski
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
carolekozloski@gmail.com
306 E. Bay St. Southport, NC
Peter and Carole Kozloski
Brunswick
Street Address
5134 Prices Creek Dr.
Address Line 2
aty
Southport
Rbstal / Zip Code
28461
Is this a transportation project?* r Yes r No
State / Frovince / Region
NC
Country
Brunswick
Type(s) of approval sought from the DWR:
r- 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
W Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Tara MacPherson
Please give a brief project description below.
The proposed project to align a new bulkhead to the adjacent shoreline
stabilization measures (i.e. neighboring bulkheads), will resolve and
mitigate the hardships resulting from this unusual existing feature (i.e. an
existing bulkhead 20' landward of neighboring bulkheads).
To mitigate this hardship, we propose constructing a new4.5-ft vinyl
bulkhead, approximately 20-ft waterward of the existing timber bulkhead
and aligned with adjacent shoreline stabilization measures (i.e. bulkheads)
at 302 E Bay St and 310 e Bay St. The proposed bulkhead wall will be built
landward of the estuarine shoreline. The calculated area to be filled in with
clean sand is 1321-SF. The new bulkhead will measure 74LF. The
proposed bulkhead will be stabilized using 1" x 8-ft HDG rods every 8 feet.
Typical residential pier construction methods will be performed. The vinyl
sheet piles designed for this project will be the ESP 4.1 product in 10-ft
lengths installed by vibratory hammer to the required depths. The
proposed bulkhead wall will align with adjacent shoreline stabilization
measures, will have no wingwalls and will be structurally independent.
Infront of the proposed bulkhead retaining wall, an additional measure of
shoreline stabilization is proposed which includes stone riprap revetment to
dissipate wave action. The riprap will be made of properly sized granite
stone placed at a 3:1 slope extending 13-ft waterward from the proposed
retaining wall. The calculated area to be filled with riprap is 962-SF It is
estimated the MHW line will not change elevation upon completion of this
project.
Additionally, this project proposes installing a new timber framed 140'x5'
fixed pier with a 16'x16' gazebo at the end and two new 10,000 lb boat lifts.
The fixed pier will be , supported by two 12" (diameter) pressure treated
timber piles wrapped in vinyl and placed every 8-ft o/c to support a walkway
with hand rails. Each boatlift will be supported by four 12" (diameter)
pressure treated timber piles placed in a square, offset 12-ft o/c, to support
a boat that will be located adjacent and of the gazebo.
Equipment and construction materials will be stored on site. Back fill
material will be clean sand material that will be delivered by truck and
installed from above by hand.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
pdf only
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
Submittal Date 10/12/2020