20231131 Ver 1_6185 Sunrise Lane Boat Lift Plans_20230811

6/29/23, 3:00 PM
Submission Completed
Project Submittal Interim Form
Updated September 4, 2020
e "MN
.•y�'GG�ff11• 'J
NORTH CAROLINA
Ert0ronmrnfal Quafury
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * C
For the Record Only (Courtesy Copy)
C
New Project
C
Modification/New Project with Existing ID
C
More Information Response
C
Other Agency Comments
CQ
Pre -Application Submittal
C
Re-Issuance\Renewal Request
�)
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
11
if►47f►204, 93
Project Contact Information
Name: John R. Davis Jr.
Who is submitting the information?
Email Address: * [e-mail]
Project Information
Project Name: * 6185 Sunrise Lane
Is this a public transportation project?*
Yes
No
https://edocs.deq.nc.gov/Forms/Form/Submit 1 /3

6/29/23, 3:00 PM
Submission Completed
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
Yes No Unknown
Is this project connected with ARPA funding?*
Q Yes G No
..............................................
County (ies)*
Nash
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
pier draft signed. pdf 770.9KB
Pittman Pier Update.PDF 948.54KB
soil horizons signed.pdf 375.69KB
Only pdf or kmz files are accepted.
Describe the attachments or add comments:
Attached is a tax map to show the lot boundaries on the Tar River Reservoir
An Agent Authorization form.
A sketch showing the expansion plans to the existing dock.
* By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ 1 agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
■ 1 agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
■ 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ 1 intend to electronically sign and submit the online form.
Signature: *
ClU"? 109.
Submittal Date:
https://edocs.deq.nc.gov/Forms/Form/Submit 2/3

June 7 2023
TO: Soil Horizons, LLC
PO Box 1063
Youngsville, North Carolina 27596.
FROM: Mark Pittman
I Mark Pittman , as owner concerning the property on 6185 Sunrise Lane,
Rocky Mount, NC do hereby authorize and give permission for Soil Horizons, LLC to represent
or act as agent on my behalf and apply for a preconstruction notification or permit and allow
The US Army Corps of Engineers or NC Division Water Quality or any other regulatory agency
to go on the property for such purposes as necessary to perform the job tasks.
14A III, VARNZO'
��
(Name, Address and Phone No. below this line)
Mark Pittman
6185 Sunrise Lane
Rocky Mount, NC 27803
252.908.1570
O 7 Tv,.�e zyZ3
Date

i,4asn t-ounty, iwrm t-arouna
oune zs, LUL.S
7
•r
a
r _ - L•, r
m
.- Nm
Dock
0
Y
w -
D "
Y
Site
• Y _
1" = 60 ft
Na-sk
Counf
Print map scale is approximate.
Critical layout or measurement
L��'�r�7A Y activities should not be done
North using this resource.
MAP FOR REFERENCE ONLY
NOT LEGAL DOCUMENT
Nash County, North Carolina makes no claims and no warranties, expressed
or implied, concerning the validity or accuracy of the GIS data presented on
this map.

PROJECT: hJ z SHEET NO: OF
CONSULTING ENGINEERS, PA G � 1�j I�—G.� DATE•�T�� BY:
(,
CIVIL, MUNICIPAL STRUCTURAL ENGINEERST—�l
COMPREHENSIVE ENVIRONMENTAL SERVICES T
P.O. Box 7966, Rockv Mdu—ht. NC 27804
u-
■E
ei

Construction Details
Schematic
O
�
G
a
�
s
�
ro
IV

g
27 r� 4
L �
rb
VJ
� J

WHATEVER St3F RILIiUG
All boat hoist USA Aluminum
Lifts rcitta., standard with 12'�i" �
cradle beams which can easily be
cut dawn for narrow slips. n'
a7
Boat Hoist USA will cut the m
beams to 11' when specified. �
'vA
Top Be� ffistallation
Pile Spacing 41 ,"t-7 zgU-0 '* j,4v
TOP BEAM POWER UNIT
'l2'-2e
OUTSIDE OF PILING TO OUTSIDE
m
4
d121 691
U
z
6)
For 6K through 8K Lifts use a MINUMUM 8" Piling
For 10-13K use a MINUMUM 10" Piling
0.
Your lift will include 2 aluminum hoist
FT___
mounting plates. These will remour t to the
front of the beams, slots down
Attaching- the cables to the. '
Your lift will have 4 pieces of pre cut and swaged cable,
each cable is carefully cut to 15' each as to insure proper
level. The hardware kit will also contain 4 x 3/16 stainless
steel cable clamps. We recommend sucking the non -loop
side of the cable into the pipe through the large hole in the
cable winder and feeding it out the end of the pipe. Place 1
cable clamp on the end and pull back through until the cable
clamp stops the cable from pulling out of the pipe. Be care-
ful to place each cable clamp at the same place on each
end to help the cable remain level, It is also a good idea to
measure the cables once they are installed before hanging
the cradle as adjustment will be MUCH easier.
to
be
see tur cu,up"uuuiliy
etude sheet included with
these lifts. Appendix A
y-go 4-y
h 2cl oo-h )­5 �
Cable winders
Your flit will have pre4nstalled cable winders, note that for shiwng purposes
these cable winders are not bolted to the pipe_ Your hardware pack wilt in-
clude these stainless steel bolts. The stainless steel drive pipe will have pre -
"led hates that should tine up. These holes mint not fine up depending on
the installation and in rare cases you might have to drill a hole. The cable
winders will have three holes, two smaller ones on each end and a large hole
on the end closest to the front. The large hole is where you insert the end of
the cable and the smaller holes are for securing the winder to the pipe. We
do not recommend doing this until you have already attached the cable be-
cause the bolts will get in your way.
Installers Tip
We recommend .not attaching the power heads to the top beams
until after the top beams are completely installed and the cable is
installed. This will make it easier to move or turn the pipe
for adjustment.
LEVEL YOUR TOP BEAMS!
Un-Level top beams could cause the
hoists to stream and tilt to bind
Z7
'vA
Top Be� ffistallation
Pile Spacing 41 ,"t-7 zgU-0 '* j,4v
TOP BEAM POWER UNIT
'l2'-2e
OUTSIDE OF PILING TO OUTSIDE
m
4
d121 691
U
z
6)
For 6K through 8K Lifts use a MINUMUM 8" Piling
For 10-13K use a MINUMUM 10" Piling
0.
Your lift will include 2 aluminum hoist
FT___
mounting plates. These will remour t to the
front of the beams, slots down
Attaching- the cables to the. '
Your lift will have 4 pieces of pre cut and swaged cable,
each cable is carefully cut to 15' each as to insure proper
level. The hardware kit will also contain 4 x 3/16 stainless
steel cable clamps. We recommend sucking the non -loop
side of the cable into the pipe through the large hole in the
cable winder and feeding it out the end of the pipe. Place 1
cable clamp on the end and pull back through until the cable
clamp stops the cable from pulling out of the pipe. Be care-
ful to place each cable clamp at the same place on each
end to help the cable remain level, It is also a good idea to
measure the cables once they are installed before hanging
the cradle as adjustment will be MUCH easier.
to
be
see tur cu,up"uuuiliy
etude sheet included with
these lifts. Appendix A
y-go 4-y
h 2cl oo-h )­5 �
Cable winders
Your flit will have pre4nstalled cable winders, note that for shiwng purposes
these cable winders are not bolted to the pipe_ Your hardware pack wilt in-
clude these stainless steel bolts. The stainless steel drive pipe will have pre -
"led hates that should tine up. These holes mint not fine up depending on
the installation and in rare cases you might have to drill a hole. The cable
winders will have three holes, two smaller ones on each end and a large hole
on the end closest to the front. The large hole is where you insert the end of
the cable and the smaller holes are for securing the winder to the pipe. We
do not recommend doing this until you have already attached the cable be-
cause the bolts will get in your way.
Installers Tip
We recommend .not attaching the power heads to the top beams
until after the top beams are completely installed and the cable is
installed. This will make it easier to move or turn the pipe
for adjustment.
LEVEL YOUR TOP BEAMS!
Un-Level top beams could cause the
hoists to stream and tilt to bind
Z7
Your.rdt will include 4 aluminum pile mount
brackets, these are to be mounted on the
inside of the pilings.
Installers Tin:
ti
We find it easier to place the top beams
0
on top of the pilings then mount the
brackets, that way we know
they will be levels

FEMA FLOOD MAP
Sri, USDA Farm Service Agency, Microsoft Powered by Fsri
ApptWndatt tocahon Eased - u54r input
and does Hitt represent an authdTrtatnE
PIFII
pedpeye
13
[
Sell-drk dWp Boundary
DW'W D maiahie
No Djf W Data An'aiahle
MAP PANELS
.bl
IN —pp d
®
Lea of L7 -Hai F Wed H—Id Z] I
EtFeote,e LWFIS
Ama of UAdetem r*d Fleed Mazard z— D
OdNlltlie tiotaccQa ArQa
® owtai 9arrier Re—roesystem Area
OTHER AREAS
47rr nn Bax Food E*-O-IlIWQ
r aa.,
SPECIAL FLOOD 'AAM FIFE or Depth
HAZA RO AREAS Regulatory Floodxay z-. AL A4. M. Va. AA
0.29, An nual Champ FI ood Rasa rd_ Areas
of lk aentfal chance flood with a —age
de pl h less I han One iool ov with dra Inage
areas et te.s then one square mire ,v
��� Fulute Conddtohs VW, Annual
Chanra FWDd Hazard r•:,- r
Arcs with Reduetd Flood Risk due to
MER AREAS OF Levee. See Motes.:, 7, r
FLOW RAZARp Area with Flood Rek due to Levee —: z
a ZW Cross Sections w nh 1-4, Annual Cha net
"•s water Surface Ele.at.on
¢ _ _ Coaszat Tranec st
—_ 9ase Flood F"e tlon Line IBFE)
umlt od stuoy
Juradr[Mdn Btwedeq
-- CoastalhanseCt B—I—
OTHER _ Profileassedne
FEATURES Rydrographrc feature
GENERAL --- Channel. CuMertor Storm Sewer
STRUCTURES n r t r r r Levee. Dike. ur Floodwa0