87574D-MILLIGAN

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'oadtour�NEICAMA ❑ DREDGE & FILL il(/,,, },. No 87574 ( A B
_GENERAL PERMIT Previous permit . 412
1 , �' to pr vious permit issued
New ❑ Modification ❑ Complete Reissue ❑ Partial Reissue I // p�, ? //� ��
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As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in/ n ar o environmental concer pu ant to:
Rules attached. General Permit Rules available at the following link: www.deq.nc.gov/CAMArules
/411
Applicant Name
Authorized Agent
Address
lc:: - S
Project Location (County): . - i 5 � r
City ` �x , _
State
ZIP 5 °"
Street Address/State Road/Lot #(s)
Phone # )
t�
Email F J `-
Subdivision
City ZIP
Affected T JCW
❑ EW ❑ PTA
H ES ❑ PTS
Adj. Wtr. Body 4 w,-,J i, (nat/rnan/unk)
AEC(s): ❑ OEA
❑ IHA ❑ UW
❑ SPIMA ❑ PWS
Closest Maj. Wtr. Body
ORW: yes/no
PNAcyes/no
Total Platform area 'lac
1 I 7 i s
Groin length/# IRE
Bulkhead/ Riprap length
ce offshore
Avg d stan
.--
t
�.. .
Breakwater/Sill v.00
Max distance/ length , r
Basin, channel G U
Cubic yards r i__ v ._._. _..
Boat ramp 4 c
Boathouse/ Boatlift
Beach Bulldozing —
Other t
F_.. _. _.
-
!
1, r
SAV observed: yes n
o
Moratorium: n/a yes } o
Site Photos:
Riparian Waiver Attached: ye: o s
A building permit/zoning.pern,d may be required by:
Permit Conditions t X r+,, ❑ TAR/PAM/NEUSE/BUFFER (circle one)
<� d Oi u 4 ❑ See note on back regarding River Basin rules
G C c ),L 3 T,a r i
„ ❑ See additional notes/conditions on back
I AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name Permit O cerffi 'sfRTNTED'Name,
Signature **Plea/s�e//r}e�/add com
p
liance statement on back of permit** Signature 3
Application�ee(s) Check #/Money Order Issuing Date) Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit 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: 1) 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 from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(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:
1-1 Tar - Pamlico River Basin Buffer Rules 1-1 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. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
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 — south of the Neuse River, Onslow
Counties)
Elizabeth City District
401 S. Griffin St. Ste. 300
Elizabeth City, NC 27909
252-264-3901
(Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford,
Pasquotank and Perquimans Counties)
Washington District
943 Washington Square Mall Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Craven — north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext. Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

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AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Craven Demette Milligan
Mailing Address: 1776 Waterway Dr. OIB, NC 28469
Phone Number: 1-910-540-3575
Email Address: [e-mail]
I certify that I have authorized Richard D. Duvall,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Adding a retaining wall on the rear
property boundary line. Also adding a walkway 4' x 22' of of the share pier head leading
to a new 13,000 boat lift.
at my property located at 1776 Waterway Dr. OIB, NC 28469
in Brunswick County.
I furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Ct4hAl
Craven Milligan di (Jul 28, 202216:19 EDTi
Signature
Craven Milligan III
Print or Type Name
mr
Title
07/2$/22 /
Date
This certification is valid through 12/31/2022

agent authorization
Final Audit Report
Created: 2022-07-28
By: Richard D Duvall([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAAImwFs7N6GQCtBQJlxolpCzAIZWM792Jk
"agent authorization" History
Document created by Richard D Duvall ([e-mail])
2022-07-28 - 0:16:03 AM GMT
C'w Document emailed to [e-mail] for signature
2022-07-28 - 0:17:40 AM GMT
Email viewed by [e-mail]
2022-07-28 - 8:18:17 PM GMT
r% Signer [e-mail] entered name at signing as Craven Milligan iii
2022-07-28 - 8:19:52 PM GMT
6e Document e-signed by Craven Milligan iii ([e-mail])
Signature Date: 2022-07-28 - 8:19:54 PM GMT - Time Source: server
Agreement completed.
2022-07-28 - 8:19:54 PM GMT
Q Adobe Acrobat Sign
2022-07-28

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80' SETBACK FROHANNEL INTRACOASTAL WATERWAY Project Title: TREY MILLIGAN WALL & LIFT
CENTER�-1NE OF
Project Location:1776 WATERWAY DR. OIB, NC 28469
Revisions
Date Initials Applicant — TREY MILLIGAN
EXISTING Date: 07 24 2022 Scale: 1 " = 50'
TMS # Sheet 2 of 7

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rrENTERLINE Project Title: TREY MILLIGAN WALL & LIFT
Project Location:1776 WATERWAY DR. OIB, NC 28469
' Revisions
Date Initials Applicant — TREY MILLIGAN
PROPOSED Date: 07 24 2022 Scale: 1 " = 50'
TMS # Sheet 3 of 7

MHW
MLW
TREX CAP
NEW 4.25 VINYL SHEET—,
PENETRATION
(2)—TREATED
4" x 6" N
WALERS
0
N
SOILS/FILL
�-(2)-3/4" X 12'
HDG TIEBACK
NEW 8" X 8" ROD 8" BUTT-
2.5 TREATED CONTINUOUS DRAG
PILE (MIN) 5' PILE
PENITRATION 8' 8" BUTT X 10'
(MAX) O.C. DEADMAN PILE @
EACH EXISTING
PILE LOCATION
(TYPE) . SECTION @ WALL. SECTION @ WALL
SCALE: 1/4" = 1'-0"
NOTE: TREATED LUMBER CONNECTIONS — ALL NAILS,
BOLTS, SCREWS, AND CONNECTORS THAT MAY COME
INTO CONTACT WITH TREATED LUMBER WILL BE HOT
DIPPED GALVANIZED (HDG), STAINLESS STEEL (SS), OR
OTHER APPROVED MATERIALS TO MINIMIZE CORROSION
CAUSED BY ACQ TREATMENT CHEMICALS
I Project Title: TREY MILLIGAN WALL & LIFT
roject Location:1776 WATERWAY DR. OIB, NC 28469
MILLS R. EDWARDS JR. Revisions
Licensed Professional Engineer
Date Initials Applicant — TREY MILLIGAN
413 Caspian Dr Date: 07 24 2022
Myrtle Beach, South Carolina 29588 Scale: 1/ 4''
= 1'
SECTIONS
Phone:[phone] TMS # Sheet 4 of 7

10
W
J
U
M
3'-0"
CLEAR GRAB RAIL
2x8 OR 2x6 CAP
2x4 TOP RAIL
2x2 PICKETS @ 4" D.C.-
PT. POST (SEE PLAN) 2 x 6 DECKING
2x4 BOTTOM RAIL
DECKING
(2)-1/2" GALV. THRU BOLT
\_2 x 8 JOIST
ON OUTSIDE
1- 2 x 1 D PILE CAP
BOTH SIDES OF POST
G
6" x 6" TREATED POST V O.C.
2" x B" JOIST @ 16" O.C.
6
(MAX.)
L�
SIMPSON H2.5 HDG
(JOIST TO PILECAP) - TYP.
oWOOD
BLOCKING - TYP.
2)-1/2" GALV. THRU BOLTS -TYP.
TYPICAL RAMP SECTION
NOTE: CROSS BRACE ONLY REQUIRED IF RAMP IS
4' OR MORE ABOVE GRADE
TYPICAL WALKWAY PLAN VIEW
NOTE: CROSS BRACE ONLY REQUIRED IF RAMP IS
4' OR MORE ABOVE GRADE
Project Title: TREY MILLIGAN WALL &. LIFT
roject Location:1776 WATERWAY DR. OIB, NC 28469
MILLS R. EDWARDS JR. Revisions
Licensed Professional Engineer
Date Initials Applicant —TREY MILLIGAN
413 Caspian Dr Date: 07 24 2022
SECTIONS Myrtle Beach, South Carolina 29588 Scale: 1 /4" = 1'
Phone:[phone] TMS # Sheet 5 of 7

General Notes
1. All nails, bolts, screws, connectors, or other hardware that may come into contact with treated lumber shall be
hot —dipped galvanized (HDG), stainless steel (SS), or other approved materials to minimize corrosion caused by ACQ
treatment chemicals.
2. The contractor must divert all storm water runoff from the landscaping, the back yard, and the side yards of the
residence away from the retaining wall. Storm water runoff must not collect behind the wall. Structural Notes
3. The Contractor shall verity all dimensions with the plans prior to construction.
4. Residential projects are designed to meet the requirements of 2018 International Building Code and ASCE 7-16
Minimum Design Loads for Buildings. The design parameters are as follows:
a. 15Omph Basic Wind Speed (3—second gust at 33 'above ground)
b. Exposure ' B '
C. Seismic Design Category DI Piling Design Notes
1. Pile Specifications
a. Provide Standard Class B southern pine clean —peeled piles conforming to ASTM D 25. Piles shall be
in one piece —splices are not permitted.
•b. Minimum tip diameter shall be 7 inches and minimum butt diameter shall be 12 inches (measured 3
feet from the butt).
2. Pile Treatment
a. Each treated pile shall be branded by the producer, in accordance with AWPA M6. Preservative
treatment to be applied using the Full —Cell Pressure Process in accordance with AWPA Cl and AWPA C3 for marine
piling. _
b. Treat piles to a retention rate of 2.5 lbs/ft3 using waterborne preservative for marine piles (ACA,
ACZA, CCA).
3. Quality Control Inspection
a. The Engineer reserves the right to perform plant inspection of the treating process.
b. Provide the Engineer with a minimum of 3—week advance notice, indicating location of the initial
preservative treatment.
C. Allow the Engineer with unlimited access to the plant and inspection privileges for each facet of the
treating process.
4. Pile Execution
a. Inspect the piles when delivered and when in the leads immediately before driving.
b. Cut piles at elevation by sawing. Cutoff elevation for piles shall be a minimum of 5 feet above
mean high water level (MHW).
C. Piles for wall shall be spaced as per the plan view.
5. Pile Driving
a. Select driving equipment with a hammer of sufficient weight and -energy to install the specified pile
without damage into the soils expected to be encountered.
b. Operate hammer at manufacturer 's rated speed, and drive pile without interruption to the indicated
elevation.
C. Piles shall be driven to refusal (less than 1 "advancement per 4 blows using a 5,000—pound pile
driver or approved equivalent).
d. Place driving helmet or cap —and —cushion block combination (block) between the top of the piles and
the ram to prevent damage to the head of the pile.
e. If block is damaged, split, highly compressed, charred, burned, or has become spongy or deteriorated,
then replace it with a new block. Helmet or block shall uniformly transmit energy to the pile with a minimum
loss of energy.
6. Driven Pile Tolerances
a. At cutoff elevation, the butt shall be within 4 inches of the design location indicated on the plan
view.
b. Manipulation to move piles into position shall be permitted only within the aforementioned tolerance
to return the pile to the design location.
C. A variation of not more than Y2 "per foot of pile length from required angle for batter piles will be
permitted.
d. Driven piles that are damaged, misplaced beyond tolerance, driven below design cutoff, or driven out
of alignment shall be removed and replaced with a new pile.
e. Water jetting of .piles will be permitted. Discontinue jetting when pile tip is approximately 5 feet
above the indicated pile tip elevation. Drive piles the final 5 feet of penetration.
f. Jetting method and equipment shall be approved by the ,engineer prior to commencing jetting
operations.
7. Protection of Piles While Driving
a. Square the heads and tips of the piles to the driving axis.
b. Laterally support the piles during driving, but do not unduly restrain the piles from rotation in the
heads.
C. Where pile orientation is essential, take precautionary measure to maintain the orientation during
driving.
d. Driven batter piles of,sufficient unsupported length to cause a measurable deflection, shall have free
ends secured until piles are fixed in the structure to prevent, excessive bending stresses.
e. Handle, protect, and field —treat piles in accordance with AWPA M4.
8. Field Quality Control Inspections
a. When inspections result in product rejection, the contractor shall promptly segregate and remove
rejected material from the premises.
b. The owner may also charge the contractor an additional cost of inspection or Lest when prior
rejection makes re —inspection or retest necessary.
SECTI❑NS
Project Title: TREY MILLIGAN WALL & LIFT
roject Location:1776 WATERWAY DR. OIB, NC 28469
MILLS R. EDWARDS JR. Revisions
Licensed Professional Engineer
Date Initials Applicant — TREY MILLIGAN
413 Caspian Dr Date: 07 24 2022
Myrtle Beach, South Carolina 29588 Scale: NTS
Phone:[phone] ITMS # I Sheet 6 of 7

Friday • Sep 9, 2022 • 2:08 PM Adjust
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■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
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S. Service Type ❑ Priority Mail Express®
❑ Adult Signature ❑ Registered MailT i
❑ Adult Signature Restricted Delivery ❑ Registered Mail Restricted
0 Certified MaW Delivery
9590 9402 7358 2028 8957 06 ❑ Certified Mail Restricted Delivery ❑ Signature ConfirmationTm
❑ Collect on Delivery ❑ Signature Confirmation
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0 Collect on Delivery Restricted Delivery Restricted Delivery
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-� XCAMA / DREDGE & FILL No. 74237 A B C <�D
GENERAL PERMIT Previous permit #
_
XNew Modification Complete Reissue Partial Reissue 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 I SA NCACD-7817,00
Rules coached.
Applicant Name _/4ARR jE:r_ Aw NPSOA/ Project Location: County Sgkoysw l"
Address 519 1 S afzAGN DR. S' W Street Address/ State Road/ Lot #(s) 1770 & 1171k
City SNALtanr F State ZIP 21470 i JATC9J4AX. !>gy>I� SW
Phone # 510) 209 — A E-Mail MiChael_61eunfinto.c4orn Subdivision_ -- A/A
Authorized Agent__ M IOAE9- KOLCWY City Ocskm -- st.a Zk AC ZIP 284(tq
Affected XCW YEW PTA CIEs OITs
AEC(s): `-' 0EA HHF lH :1 USA 0 WA
❑ PWS:
Agent or Arw-kranr Printed Name
_ S. ieture *'Please reau cornpnai ILc bLdLement on back of permit **
0200
Application Fee(s) Check #
Phone # (79)'SV 3 — D p(o &- River Basin l—"µfEw-
Adj. Wtr. Body
-A I W W
Permit Officer's nyftd Name
do V
Signature — —
Issuing Date
Expiration Date

Date Received
Def. Deooelted
Cheek Fran Neme
Name of Permff Holder
Vendor
Checknumber
Check
amount
Pamlt Numbe#Comments
Reeelota Relund/Reelloeefed
Cdumnl
Co/umn2
Cdumn3
Cdu-4
Cclumn6
Ce1umn6
Column?
Calumn6
Co1umn9
12/20/2022
Rhonda McCall
Smith
Bank of America
1145
$ 200.00
GP #87577D
BB rct. 19851
12/20/2022
Richard Duvall
Milligan
South State Bank
2043
$ 600.00
GP #87574D
BB rct. 17919
12/20/2022
Sea Dog Marine Construction, LLC
Allyn Living Trust
First Bank
1967
$ 400.00
GP #85848D
BB rct. 17917
12/20/2022
Lane Legacy LLC
Howard
UMB Bank, NA
1018
$ 400.00
GP #65839D
KB rct. 17897
12/20/2022
Coastal Marine Construction
Baker FamilyHoldings
Wells Faro
24705
$ 200.00
GP #85841 D
KB rct. 17896
12/20/2022
Backwater Marine of NC LLC
Carroll
Truist
2551
$ 400.00
GP #85844D
BB rct. 18697
12/20/2022
H5 Construction Services, LLC
Fleischhuauer
Truist
1040
$ 200.00
GP #85849D
BB rct. 17818
12/20/2022
Carolina Bluewater Construction Inc.
Lao
BB&T
25819
$ 400.00
GP #85851 D
BB rct. 17921