SW8040130_HISTORICAL FILE_20220914

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ()qW 3d
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2029, 01 IU
YYYYMMDD

Permit Number: L,) GL( G 1 ,y)
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetationat a g
long.
approximate RE,gi� C
Form SW401-Wet Detention Basin O&M-Rev.4
NOV 15 2016
Page 1 of 4
BY:__�

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
EVEIVE
NOV 18 2016
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
BY:_

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads �_ feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads S feet in the forebay, the sediment
shall be removed.
Sediment Removal
:I1.0
BASIN DIAGRAM
ill in the blankv)
Permanent Pool Elevation 51 •00
(p.00 � Pe anen Pool
------- --- Volume Sediment Removal Elevation '•00 Volume
------------------------------------
_ -ft Min. -------- ------
Sediment Bottom Elevation -26-00 1-ft 4
Storage Sedimei
Storage
FOREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
MAIN POND. � p
ECEI99
Nov 18 2016
By:_Page e 3 o — 4

Permit Number:
(to be provided by OWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Angler's Marine, Inc.
6MP drainage area number:
Print name:Alesia Carol Hamilton
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots
have
been soldandaaresiidde�ntt of the subdivision has been named the president.
%1 Ck 1 l I "`^ ' ' I I Notary Public for the State of
//j-- County of 9VUyU04t , , do hereby certify that
personally appeared before me this
day of �sh� ✓ �� and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
NOTARY PUBLIC
1NSWICK COUNTY, NORTH CARC
COMMISSION EXPIRES JUNE 13,
SEAL
My commission expires — I _ ' O I
FC
NOV 1 b 201b
it,­1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

)FMI K USE ONLY
Date eceiv d
Fee Paid
Permit Number
a
a2
# 17501 6 _C5 —I
S W Y
Q q D I30
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 040130
2. Prcject name: Anglers's Marine Inc.
3. Project street address: 842 Ocean Hwv West
City: Supply County: Brunswick ZIP
28462
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at. https //deq nc.gov/about/divisions/energy-
mineral-land-resources/energy mineral-land-rules/storlwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the perrnittee or project name have been made, please complete either the Permit Update form
crthe Permit Transfer form available at. httpsJ/deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: C.W. and Carol Properties, LLC
2. Signing Official's Name: Alesia Carol Hamilton
3. Signing Official's Title: Ivlember
4. Mailing Address: 487 Lockwood Folly Rd. SE,
City: Bolivia
5. Street Address: Same as above
City:
6. Phone: [phone] _ Email: admin(a�anglersmarinenc.com
NC —ZIP: 28422
State: ZIP
AUG 21 2022
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

c
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
ACH 1. A permit application processing fee of $505.00 payable to NCDEQ.
ACH 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president,
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor, or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
ACH 4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
ACH 5. Designer Certifications, Please select one:
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] if the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
ACH 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
AUG 2 2 2022
BY:_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PER ITTEE'S CERTIFICATION
I, G�UQ , the person legally responsible for the permit, certify that I have
a c y f the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the 0&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon ar and to submit the proper forms to mo ify or transfer the permit prior to any changes to the
project, SCMs, o nership. All information provide n this permit renewal application is, to the best of my
knowledg r t nd co,,ate. __..
Signature: Date:
NOTARIZATION:
I, 7a m mV M OY a Notary Public for the State of
�1/G County of (Br UnsWi ck _, do hereby certify
that A/esio. L'a,a/ Na07;/77n personally appeared before me
this the /r/ day of 20 o3A , and acknowledge the due
execution of the forgoing instrument. Witness my and and official seal,
TAMMY MOYE
(Notary S al) NOTARY PUBLIC
Brunswick County
No Carollna
My commis , xpires Feb. 17
Notary Signatu e
My commission expires Dal • /%•al'%
AUG 2 2 2022
BY.
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

L'
.. CA202212500651 —
SOS I D: 1319459
Date Filed: 5/5/2022
Elaine F. Marshall
0° LIMITED LIABILITY COMPANY ANNUAL REPORT North Carolina Secretary of State
" "" CA2022 125 00651
tr",t
NAME OF LIMITED LIABILITY COMPANY: C.W. and Carol Properties, L.L.C.
Film Oflum We Only
SECRETARY OF STATE to NUMBER: 1319459 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2022 0
SECTION A: REGISTERED AGENTS INFORMATION ZChanges
1. NAME OF REGISTERED AGENT: Alesia Carol Hamilton
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
487 Lockwood Folly Rd, SE 487 Lockwood Folly Rd, SE
Bolivia; NC 28422-7829 Brunswick Bolivia, NC 28422-7829 Brunswick
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829 Brunswick
3. PRINCIPAL OFFICE EMAI Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
SIR
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829 Brunswick
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company Is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
AUG p 2 ?02
NAME: Alesia Carol Hamilton NAME: Clarence Wesley Hamilton , III NAME:
TITLE: Member TITLE: Member TITLE:
ADDRESS:
ADDRESS:
487 Lockwood Folly Road SE 487 Lockwood Folly Rd., SE
Bolivia,NC 28)12 Brunswick Bolivar NC 284j2--1
SECTION D:
Form must be signed by a Company Ofgclal listed under Section C of This tone.
ADDRESS:
D Ffust be completed In its entirety by a person/business entity.
DATE
Alesla Carol Hamilton Member
Print or Two Name of Comoen, 3i ciel Print or

ZI
East Coast 324 Village Road, Suite C
4918 Main Street, PO fox 2469
Shallotte, North Carolina 28459 Engineering Company, P.A. Leland, North Carolina 28451
526
Office: 910.754.8029 ConsultingEngineers Office: 910,371.3448
Fax: 910.371.344R
Fax: [phone]
May 1, 2006
Ms. Linda Lewis
Environmental Engineer II
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject Pike Electric
Stormwater Permit #SW8 040130
Brunswick County
Dear Linda:
Our firm has served as the project engineer for the subject project. Please find enclosed my
Engineer's Certification for the stormwater portion within the project.
Should you have any questions or comments, please feel free to contact me.
Sincerely,
David B. Bowman, P.E.
President
Enclosure
Pc: Gene Walden, Pike Electric
File: 0571 - Pike Electric

zy.,.
State Stormwater Management System -
Permit No. SW8 0401,
Pike Electric
Stormwater Permit No. SW8 040130
Brunswick County
Designer's Certification
1, � y/,q f 6 LWIV4AI , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
21,465
(Project) s
for __ ,v/E/fGTB/G (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction. such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
g a�04—..� SEAL
Signature
Registration Number iG7L9
Date ��� SEAL
LrI6729
<W
c�
MPy
Certification Requirements:

v a iaycn ens oystems
Permit No. SW8 040130 - - •"#
✓ 1. The drainage area to the system contains approximately the permitted
/ acreage.
✓ 2. The drainage area to the system contains no more than the permitted
/ amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
74. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan. .
✓ 6. The outlet structure is located per the approved plans.
✓ 7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
✓ 9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
/11. The permitted amounts of surface area and/or volume have been
provided.
✓ 12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided pertheapproved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections

I'lermit No. 5w ° 0`10130
(fo be provided by OW(y
GANCDENR
of
_
{W��A((yyr''FR
. SPORMWATER MANAGEMENT PERMIT APPLICATION' FORD!
401 CERTIFICATION APPLICATION FORM
VVET DUENT104 BASIN SUPPLUBENT
This form must be filled out, printed and submitted
The Required Items ChecBlst (Pad 111) must be printed, filled out and submitted along tcdll all of the required infummtion.
Project none
Contact person
Phone number
Date
Dramwe area number
II: DESIGWINFORMATION
Site Characteristics
Drainage area
172,352 Its
Impervious area, post -development
171,073 112
% impervious
99.26 %
Design rainfall depth
1.0 81.5 in
Storage Volume: Non -SA Waters
Minimum volume required 15,538 q3 i ', f -�7— V0'-v Mvf
Volume provided /\J(�T, )55t3 OK, volume provided is equal to or in excess of volume required.
Storage Velure: SA Waters \
1.5° runoff volume, to
Predovelopment 1-yr, 24hr runoff ft3
Post -development 1-yr, 24-hr mnoff n3
Minimum volume required ft3
Volume provided fta
Peatc Flow Calculations
Is the prelpost control of the IT 24hr stool peak flow required?
Y - (Y or N)
1-yr, 24hr rainfall depth
3.7 in
Rational C, pre development
0.20 (unitiess)
Rational C, postdevelopment
0.90 (unifless)
Rainfall intensity:]-yr, 24-hrsloml
0.16 m1hr OK
Pre -development 1-yr, 24-hr peak flow
5.11 ft3lsec
Posldetelopment 1-yr, 24-hr peak few
14.77 ft3/sec
PfelPosl 1-yr, 24-hr peak flow control /\
9.66 f131sec
Elevations - ��
Temporary pool elevation pti 3Pmsl
Permanent pool elevation �?E.W
11p0 ?.3 fmsl t St4W RUI
Slt WF elevation (approx. at the perm. pool elevation) fretS-!�(4 gJl s%3' �7e`(�?
Top of 10ft vegetated shelf elevation 3f.Od di fuel
Bottom of I OR vegetated shelf elevation 29.33 fms? J11 f Old 014t
Sediment cleanout, top elevation (bottom of pond) 26.00 Inds]
Sediment cleanout, bottom elevation 2 G f
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
5. D msl
1.00 it
N (Y or N)
first
From S'P,'401-Wet Detention Basin R0v.9.4118112
P:nL I. R IL Design Summary, Page 1 012

n
Permit
(to be pmWtled by DWQ)
rr
II:;DESIGN INFORMATION - -
Surface Areas
Area, temporary pool �'iCi7 f12
Area REQUIRED, permanent pool 12,582 fly T'�,,e ,.[ r�
SAIDA ratio 7.30(unifless) K1� d uMS 731�j a rlr�.l.0� -µr
Area PROVIDED, permanent pool, Ape, oral 13,838 ft' OK ` J_,,c Qr,- t M,,eJ r ! c4pjhJJ��"1��y�
Area, bottom of 1 Oft vegetated shelf, Aeoi snot 6,626 ft P
Area, sediment cleanout, top elevation (bottom of pond), A,uo, 4,380 ft
Volumes
Volume, temporary pool
OK
Volume, permanent pool, Vpe .,
—42,184 to
Volume, forebay (sum of forebays If more than one forebay
8,980 W
Farebay %of permanent pool volume
21.3% % OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
7.30 (unilless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V..
42,184 ft'
Area provided, permanent pool, A,._,,
Average depth calculated
13,838 ft ^1n
5.00ft OK
Average depth used in SAIDA, d,., (Round to nearest 0.5ft)
5.0 ft OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Ap,,,,yoy
13,838 fl
Area, bottom of loft vegetated shelf, Ay Ly
6,626 ft
Area, sediment cleanout, top elevation (bottom of pond), Ayq,ya,y
4,380 fe
'Depth' (distance blw bottom of IN shelf and top of sediment)
3.33 If
Average depth calculated
5.00 ft
Average depth used in SAIDA, d.„ (Round to down to nearest 0.5ft)
5.0 It
Drawdown Calculations
Crosstown through orifice?
Y (Y or N)
Diameter of office (if circular)
2.00 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 (unilless)
Driving head (Ho)
0.33 It
Drawdown through weir?
N (Y or N)
Weir type
(unifless)
Coefficient of discharge(C.)
(unitiess)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
5.11 ft'Isec
Post -development 1-yr, 24-hr peak flow
14.77 ft3lsec
Storage volume discharge rate (through discharge orifice orweir)
0.06 elsec
Storage volume drawdown time
2.96 days
Additional Information
Vegetated side slopes
3 :1
Vegetated shelf slope
6 :1
Vegetated shelf width
6.0 it
Length of flowpath to width ratio
3 :1
Length to width ratio
3.0 :1
Trash rack for overflow &orfce?
Y
(Y or N)
Freeboard provided
2.0 ft
Vegetated filter provided?
N
(Y or N)
Recorded drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Drain mechanism for maintenance or emergencies is:
Pump out
OK
OK
ECEIVE
JAN 2 5 2017
BY..
OK, draws down in 2-5 days.
OK
Insufficient shelf slope. Ln,D CI UJS S"E�B
Insufficient shelf length.
OK
OK
OK
OK
OK PPP
Insufficient. Recorded drainageeasetr��eyntrequired. (-�,�. �� )Irbil
OK VJYI�12iUQ ,piJ�%..
Form SW401-Wet Detention Basin-Revv 9A/18112 Parts I. & It. Design Summary, Page 2 of 2

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an Amended a Annual Report form
Limited Liability Company
Legal Name
C.W. and Carol Properties, L.L.C.
Prev Legal Name
C.W. and Carol Properties, Inc.
Information
Sosld: 1319459
Status: Current -Active O
Date Formed: 1/1/2016
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Hamilton, Alesia Carol
Addresses
Mailing
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829
Reg Mailing
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829
Company Officials
Principal Office
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829
Reg Office
487 Lockwood Folly Rd, SE
Bolivia, NC 28422-7829
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
Alesia Carol Hamilton Clarence Wesley Hamilton , III
487 Lockwood Folly Road SE 487 Lockwood Folly Rd., SE

Non -Transfer Application Completeness Review Checklist
Project
Name:
r�
r
LER J /Yi,00N
G
Project
County/Location:
`,
"zS"3IGJ<,
Permit Action: New . New Permit #':
Not located In the ETJ of the following delegated
and functioning programs:
2
Date Delivered to WIRO: Q! A. 6 Z.2
RIMS Received/Accepted Date: TV 2W"z_.;_>
Date Given to Admin:
RIMS Acknowledged Date': Z>
NHC: Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle Onsl acksonville Pend: Surf City
Major Mod / Minor Mod Renewal Existing Permit#:
Applicant &Permit e same?' Expiration Dale
Permit Type: r0D / LD Overall / HD &LD Combo
$ % 20/,t,
General Permit /Offsite/Exempt +Redevelopment E]Offsite to SW8:
Development Type: ommerclal Residential/ //Other El
Offsite Lot approved in Master Permit?s
Subdivided?: Subdivision ogle Lot /
Rule(s): E]2017 Coastal E] 2008Coastal pq
1995 Coastal
Phase ll 1-1 Universal 1988 Coastal
Permittee Type & Documents Needed:
Property Owner(s) Purchaser OLessee =]HOA FiDeveloper
FVI file? Viable? Viable? =Viable? =Viable?
Agmt
Paperwork
®Application
MFee: M$505 (within 6mo) Check#(s): 50 ( No Fee
F-1Supplement' (1 new form or for older forms: 1 original per SCM)
MO&M 2
Sails Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided'
Project Narrative
F-JUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
NOTES:
'Enter RIMS Acknowledged Date on this Sheet
'For New Projects -Enter New Permit # on Supplements & Deed Restriction Templates.
a If permittee is different, STOP. Needs to be transferred first.
°If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
slf Lot not approved in master permit, STOP. Master permit needs mod
EMAILED ENGINEER DATE:
REVIEWER NAME:
Comments:
Minutes
G:WQ\\\Reference Libra ry\Procedures\Checklists\Completeness Review Checklist_2021 09 08

Burd, Tina J
From: Burd, Tina 1
Sent: Tuesday, August 23, 2022 3:31 PM
To: [e-mail]
Subject: SW8 040130 - Angler's Marine
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on August 22, 2022. The project has
been assigned to Ashley Smith and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Website: http://deg.nc.gov/about/divisions/energy-mineral-land-resources/stormwater
Based on the can ent guidance io minimize tote spread of CO VID-rx7, the Department ofEnvironmental Qr<diiy has adjusted operations to
protect the health and safety of the staff and public. Many ernployces are working remr otely oare on staggered shifts. To accommodate these
staffing changes, all DFQoffice locations are limiting public. access to appoinonents only. Please check with the appropriate staff before
visiting our offices, as we may be able to handie your requests by phone or entail. We appreciate your patience as we continue to serve, the
public during this challenging time.

ROY COOPER
Governor
ELIZABETH S..BISER
secretary
BRIAN WRENN
Director
July 20, 2022
C.W. and Carol Properties, L.L.C.
Attn: Alesia Carol Hamilton, Member
487 Lockwood Folly Road, SE
Bolivia, NC 28422
NORTH CAROLINA
Environmental Qualify
Subject: Stormwater Permit Renewal Request
Post -Construction Stormwater Management Permit No. SW8 040130
Angler's Marine
Brunswick County
Dear Ms. Hamilton:
Post -Construction Stormwater Management Permit SW8 040130 for the subject project expired on May 7, 2018.
This is a reminder that permit renewal applications are due 180 days prior to their expiration per 15A NCAC
2H.1045(3). North Carolina General Statutes and the Coastal Stormwater rules require that this property be
covered under a stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil
penalties. More information about the Post -Construction State Stormwater Program can be found on the
following website: deg.hc.aov/SW
Please submit a complete permit renewal form along with a $505.00 fee and other submittal requirements within
30 days. The permit renewal form can be found under the Post -Construction section of this website or at:
If you have any questions regarding this matter, please contact Dylan McPeake (dylan.mcpeake tr ncdenr.gov) or
Ashley Smith (ash Ieym.smith a ncdenr.gov) either via email or phone at [phone].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
DES/ams: \\\Stormwater\Permits & Projects\2004\040130 HD\2022 07 req_ren 040130
cc: Wilmington Regional Office Stormwater File
J North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional ice 1 127Cardinal Drive Extension I Wilmington, North Carolina 28405
iwmricegauru,
910.796.7215