20161232 Ver 1_Field Report Correction_20161130

Strickland, Bev
From:Simpson, Shaun
Sent:Wednesday, November 30, 2016 10:27 AM
To:[e-mail]; Bodnar, Gregg; Sams, Dan; Cox, Heidi; Humphrey,
Jeremy; Scott, Georgette; Mairs, Robb L; Higgins, Karen; Gledhill-earley, Renee; Dunn,
Maria T.; Christenbury, Mike; Zeigler, Mark D; Hughes, Benjamin T; Walton, Tim
Subject:Field Report Correction: Hoosier Daddy, LLC, New Hanover Co.
Attachments:Hoosier.narrative pg 2 corrected.pdf
Hello All,
Please replace the attached page 2 of the Hoosier Daddy, LLC (Sunset Reach) narrative with the attached corrected copy.
Your packet was sent from our office on 11/28.

Thanks,
Shaun

Shaun Simpson
Permit Support & Customer Service
NC Department of Environmental Quality
NC Division of Coastal Management

127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
[e-mail]

E-mail correspondence to and from this address
may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.

1

station, temporary golf cart parking platforria, and 3 vehicular parking spaces (486 SF BUA) within the
common area;
• Golf cart access boardwalk, with 2 uncovered sitting areas and golf cart parking area; and
• Installation of a 150 linear feet breakwater (debris collector).
No additional highground disturbance is being proposed, at this time, however, construction of single family
homes is anticipate to start in the near future. The work is not proposed to take place within the 75' Estuarine
Shoreline AEC.
The proposed 53 -slip marina will be accessed by two (2) 20' wide pedestrian access easements located on the north
and south ends of the shoreline. The northern access will be located between lots 18 and 19, while the southern
access will be located between lots 1 and 2. All proposed pile supported structures will be elevated at least 3' above
the substrate, in areas where crossing USACE Section 404 or Section 10 Wetlands. The Applicant will position the
two access piers in such a way as to avoid, to the greatest extent practicable, the cutting cypress trees. The
following is a summary of the proposed structures:
Dock(s) and/or Pier(s):
Structure
Length ft
Width ft.
Notes
Pier 1 1
43.5
6.0
Fixed
Pier 2 1
302.2
6.0
Fixed
2
44
5.0
between slips 43.44, 45.46
Dock 1
78.8
6.2
Floating
Dock 2
x972 0 2
8.0
Floating
Dock 3
89.2
6.2
Flo ating
Dock 4
92.1
8.0
Floating
Dock 5
8&8
6#2
Floating
Dock 6
108.8
8.0
Floating
Dock 7
114.1
6.2
Floating
Dock 8
121.1
8.0
Floatin
Dock 9
972.7
8:0
Floarin
Platform 1
52.5
15.5
Floating
Platform 2
16.0
16.0
Fixed
Platform 3
36.2
15.5
Floating
Finger Piers:
Quantity
Length (ft.)
Width (ft.)
Notes
34
3.5
between slips 3-4,5-6,10-11,12-13
8
39
4.5
between slips 17-18 19-20,23-24, 25-26,29-30, 31-32, 36-37, 38-39
2
44
5.0
between slips 43.44, 45.46
2
59
6.2
between slips 50-51 52-53
Total = 16
Please refer to Appendix B of the CAMA Major Permit Application, for the marina facility site plan.
A debris deflector (breakwater) will be located along the northern side of the marina to help. protect vessels from
large debris that could potentially flow with the prevailing tide. The breakwater will be made of three 10 inch
construction grade dredge pipes with composite block spacers in between. The pipe closest to the surface of the
water will be filled with foam to allow for floatation. The piping will be anchored by timber pilings and will extend
approximately 3.5 ft. below the surface of the water. Timber pilings will be spaced every 24 ft. and will all have
solar powered navigation lights on the upstream side. A solar powered navigation light will also be located on the
downstream side of the outermost piling (waterward). In addition, the 4x4 on top of the pipe running the full length
of the* structure will be painted with reflective paint. The structure will be ISO LF in length.,,, i f
DGM INILIONGTON, NC;
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NOV 2 11016