78581A_Midgett, Randy & Ginger_20200325

ZICAMA / ❑ DREDGE & FILL
GENERAL PERMIT
❑iNew --]Modification ❑Complete Reissue ❑Partial Reissue
9(L
N9 78581
Previous permit #
Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
E-1 Rules attached.
l a
Applicant Name VCAr cku A G tv\e,r V-UfAe-
r
Address i i✓ 1 ,� -hw� r S1'O '--
City C' V.ti State NX ZIP a l ClU9
Phone # E-Mail
Authorized Agent
Affected ❑ Cw ❑ EW ® PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ WA
❑ PWS:
ORW: yes / no PNA yes / no
Project Location: County
Street Address/ State Road/ Lot #(s)
3
B C D
I �-) l ­� 1' 4 Shc ct k C)
Subdivision W ,rSkU W i�c rC S
City L ( , i a ) Op- k� C k t-ti ZIP jai Utl
Phone # (/ L ) 33 - 25 5�- River Basin t,
Adj. Wtr. Body N q U (-,, r k. k .,cer natym� an /unkn)
Closest Maj. Wtr. Body Ai.L$-,V, c`
Type of Project/ Activity I-
(Scale: ice` )
Pier (dock) length
Fixed Platform(s) j I I I I I I I I I,
Floating Platform(s)
Finger piers)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore_
max distance offshore
Basin, channel
cubic yards_
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other ' r
Shoreline Length (U b
SAV: not sure yes no
Moratorium: n/a yes no
Photos: yes. no v�
Waiver Attached: yes no) ' nn
A building permit may be required by: `OLkr<�
( Note Local Planning jurisdiction)
Notes/ Special Conditions
Agent or
Signature ** Please read compliance statement on back of permit **
$aCX� (o`j L-1
Application Fee(s) Check #
❑ See note on back regarding River Basin rules.
1
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PermitOffic 's Printed Name
Signature
Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that I) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/ 17

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Randy & Ginger Midgett s
(Name of Property Owner)
property located at 1812 Rivershore Road
(Address, Lot, Block, Road, etc.)
on Pasquotank River in Elizabeth City N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
I o �tir.
I have no objection to this proposal.
I have objections to this proposal.
(Individual proposing development must fill in description below or attach a site drawing)
Remove 2 existing piling from the left side of the existing pier and reinstall them on
the right side of the existing pier.
Add four piling to the left side of the existing pier for future boat lift.
See Sketch
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
�-Y� • I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
Randy & Ginger Midgett
prMt of Me Marne
1812 Rivershore Road
Elizabeth City, NC 27909
252-339-1766 or 252-333-2536 [e-mail]
3 20
nate
'Valid for one calendar year after signature"
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(Revised Aug. 2014)

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ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Randy & Ginger Midgett 's
(Name of Property Owner)
property located at 1812 Rivershore Road
(Address, Lot, Block, Road, etc.)
on Pasquotank River , in Elizabeth City , N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location
C�✓� I have no objection to this proposal.
I have objections to this proposal.
(Individual proposing development must rill in description below or attach a site drawing)
Remove 2 existing piling from the left side of the existing pier and reinstall them on
the right side of the existing pier.
Add four piling to the left side of the existing pier for future boat lift.
See Sketch
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
Randy & Ginger Midgett
1812 Rivershore Road
Elizabeth City, NC 27909
252-339-1766 or 252-333-2536 [e-mail]
"are 3-z2-2
*Valid for one calendar year after signature*
C
-S 3 7
- 1Z2-ZiZd
c 2 7901
(Revised Aug. 2014)

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MOUNTING OPi 6W-.
CABLE ROUTING:
PILING MOUNT
SIDE MOUNT
SINGLE PULL
DOUBLE PULL
TRIPLE PULL
5K - 24K LIFTS
5K - h6K LETS
5K - 7K LIFTS
1 OK - 16K LIFTS
20K - 24K
LIFTS
D
D
D
Bl
•
a
Al
(AI) 2X 1 /7' SS LAG BOLT
7MIN. LENGTH
(B1)2X1/7'SSHEX NUT
MOUNT HARDWARE: 5/8" X
PILING DIA. DETERMINED BY
CONTRACTOR 2X 1 /7' X 2 SS
HEX BOLT W/ LOCKS AND
NUTS
NOTE: LOAD SHOULD BE EVENLY
DISTRIBUTED BY POSITIONING THE CENTER
OF GRAVITY DIRECTLY IN THE CENTER OF THE
LIFTING BEAMS AS SHOWN IN THE ILLUSTRATION
4 PILING BOAT
LIFT SPECIFICATION SHEET
MINIMUM
2018
TOP BEAM (A)
CRADLE BEAM
BUNKS
CABLE SIZE ( D)
DRIVE
H.P. MOTOR (F)
DRIVE
PILING
(B)
(C)
(E)
SHAFT
(SIZE &CITY.)
3/4 H.P. (QTY. 2)
5,000 LB.
5" CHANNEL X 12' 6"
4" X 6" X 10'
5/16" SS 7/19
(.313) SINGLE
220V 4.9A EACH
7,000 LB.
6" CHANNEL X 12' 6"
4" X 6" X 12' 6"
2
PULL
1 H.P. (CITY. 2)
a
220V 6.8A EACH
8" (CITY 4)
3/4 H.P. (CITY. 2)
10,000 LB.
7" CHANNEL X 12' 6"
5" X 8" X 12' 6"
00
5/16' SS 7/19
w
220V 4.9AWCH
v
13,000 LB.
(.313) DOUBLE
PULL
o
G
owc
1 H.P. (CITY. 2)
220V 6.8A EACH
_
u
_
16,000 LB.
8" CHANNEL X 12' 6"
6" X 10" X 14'
0
20,000 LB.
6" X 10" X 15'
3/4 H.P. (CITY. 2)
9" CHANNEL 14' 6"
«
5/16" SS 7/19
(.313) TRIPPLE
220V 4.9A EACH
10" (CITY. 4)
24,000 LB.
7" X 12" X 16'
PULL
1 H.P. (QTY. 2)
220V 6.8A EACH
TITLE:
5K-24K 4 POLE BOAT LIFT
ENGINEERING SHEET
SIZE I DWG. NO. REV
A ENGINEERING
SCALE: ASNOTED I"�Acc�I12-s-ialSHEET 1 OF 1
4 PILING BOAT LIFT PIUNG SPACING
FOUR PILING
LIFTS
(A) BOW TO
STERN
(OUTSIDES)
(B) PORT TO
STARBOARD
(CENTERS)
5,000 LB.
12 FT 6 IN
10 FT
7,000 LB.
12 FT 6 IN
10,000 LB.
23,000 LB.
16,000 LB.
14 FT
20,000 LB.
14 FT 6 IN
15 FT
24,000 LB.
16 FT
PH: 800-325-1 116
FAX:[phone]
TIDETAMER.COM
SUSE OF TIHISDSPEC HERETO
HOWNEONLY ICCATION BY CONTRATCTOR et. a N AS
IDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
ENGINEERS SEAL
P.O. BOX 1118
FABRICATION, SYSTEM ERECTION & CONSTRUCTION PRACTICES BEYOND
SNOW HILL, NC 28580
THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM
DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
PROPRIETARY AND
CONRDENRAL
PAUL WELCH, INC. HAS NOT VISITED THIS JOB SITE. INFORMATION CONTAINED
HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
THE INFORMATION CONTAINED IN
THIS DRAWING IS THE SOLE
PAUL WELCH, INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY
PROPERTY OF TIDE TAMER
FOR ERRORNEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL
RDUSTRIES. ANY REPRODUCTION IN
BE VERIFIED PRIOR TO CONSTRUCTION. PAUL WELCH, INC. SHALL BE NOTIFIED
WRMNPERMISSION OF TIDE AMER
IAND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY
INDUSTRIES B PROHIWED.
IOF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING

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Pasquotank County NC
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March 24, 2020
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