SW8040130_HISTORICAL FILE_20170202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 bob 1�,
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
FYI HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z014 0 t � L
YYYYMMDD

714 ���
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Energy, Mineral &
Land Resources
ENVIRONMENTAL OVALITY
February 2, 2017
Alesia Carol Hamilton, Member
C.W. and Carol Properties, LLC
487 Lockwood Folly Road SE
Bolivia, NC 28422
Subject: State Stormwater Management Permit No. SW8 040130
Angler's Marine, Inc.
High Density Wet Detention Pond Project
Brunswick County
Dear Ms. Hamilton
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Du ector
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Angler's Marine on January 25, 2017 with technical clarifications received on February 1,
2017. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-
211. We are forwarding modified Permit No. SW8 040130 dated February 2, 2017, for the construction;
operation and maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until May 7, 2018, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance, recordation of deed restrictions, certification of the
BMP's, procedures for changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to certify the BMP's, to transfer the permit, or to renew the permit, will result in
future compliance problems. Please note that a new engineers certification will need to be submitted
once the construction for this project is complete.
The following modifications are included and covered by this permit:
Built -upon area (BUA) was added and revised for this project. The pond design was changed to handle
the additional BUA, and the calculations, supplements, O&M Agreement, and plans were revised.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatorypearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the CAM
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOA]i.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information, please contact Steve Pusey in the Wilmington
Regional Office, at [phone].
Sine ely,
-/ .,Tracy Dadfs, P.E., Diirector
Division of Energy, Mineral and Land Resources
GDS/ sgp: \\\Stormwater\Permits & Projects\2004\040130 HD\2017 02 permit 040130
cc: Phil Norris, PE —Norris & Tunstall Consulting Engineers, PC
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension i Wilmington, NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 040130 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
C.W. and Carol Properties, LLC
Anglers Marine, Inc.
820 Ocean Highway W (US 17), Shallotte, Brunswick County
1•1:aras
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until May 7, 2018, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7 of this permit. The runoff from all built -upon area within the
permitted drainage area(s) of this project must be directed into the permitted
stormwater control measure(s). The stormwater control measure has been designed to
handle the runoff from 171,073 square feet of impervious area.
3. The maximum built -upon area allowed for the entire project is 171,073 square feet.
4. The drainage area(s) will be limited to the amount(s) of built -upon area indicated in
Sections 1.7 of this permit, and per approved plans.
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
6. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 040130 MOD
7. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition:
Pond 1
a. Drainage Area, acres:
Onsite. ftz:
Offsite, ftz:
3.96
172,352
0
b. Total Impervious Surfaces, ftz:
Onsite, ftz:
Offsite, ft2:
171,073
171,073
0
c. Avge Pond Design Depth, feet:
5
d. TeraSS Removal Efficiency:
90
e. Design Storm, inches:
1" & 1.Y
If. Permanent Pool PP Elevation, FMSL:
31.0
. Permitted PP Surface Area, ft2:
13,838
1h. Temporary Storage Elevation, FMSL
32.05
ji. Permitted Storage Volume. ft3:
15,538
Ij, Predevelopment 1 yr-24 hr. discharge rate, cfs:
5.11
k. Controlling Orifice, inch 0 pipe:
2.0"
I. Orifice Flow Rate, cfs:
0.06
m. PP Volume, ft3:
42,184
n. Forebay Volume, ft3:
8,980
o. Maximum Fountain Horsepower:
116
p. Receiving Stream/River Basin.
Doe Creek / Lumber
q. Stream Index Number:
15-25-1-13
r. Classification of Water Body:
C, Sw; HOW
I WYy:I:11bill I Wi]YKele,IaIll
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040130 MOD
6. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
7. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater facilities
for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
11. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040130 MOD
111. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association; subject to the requirements of Session Law 2011-256;
c. Bankruptcy:
d. Foreclosure, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040130 MOD
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit modified, updated, and reissued this the 2nd day of February, 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i racy umvis, r.t., uirecior
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 040130
Page 5 of 7

Argler's Marine
Stormwater Permit No. SW8 040130
Brunswick County
I Designer's Certification
amie awinivvaiei mianayeinem oysierns
Permit No. SW8 040130 MOD
n/T 11aG37
NG✓YI6, as a duly registered T 111Q in the State
of North Carolina, having been authorized to observe (periodically/ week) / full time) the
construction of the project,
A ! r
(P
for !telly Pi� , /.,rn e— (Project Owner) hereby state that, to the best
of my abi ities, 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 /_
d, eviiations from approved plans anddspecifications:
Signature
Registration Number
Date
(o
NIL09
e
SEAL
F—CEIVE
APR 10 2017
BY:
Page 6 of 7

State Stormwater Management Systems
_Permit No SW8 040130 MOD_
Certification Requirements:
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.
✓q. All roof drains are located such that the runoff is directed into the system.
✓5. The outlet 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 structure.
✓8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
ri 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 and located per the approved
plans.
,/
✓ 1133. 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 per the approved plans.
nJ 4 16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 7 of 7

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28467
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
910-287-5900 (Office) 910-287-5902 (Fax)
LETTER OF TRANSMITTAL
11 To: Ms. Jo Casmer 11 Date: April 6, 2017 11 Job No.16037 11
11 NC DEQ - Stormwater Section 11 subject: Angler's Marine 11
II 127 Cardinal Drive Extension II II
11 Wilmington, NC 28405-3845 11 11
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5900 if you have any difficulty
receiving this message.
COPIES DATE NO. DESCRIPTION
1 Designer's Certification
�IVE
APR 10 2017
BY•
® AS REQUESTED ❑ FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
cc : SIGNED Phillip Norris, P.E.
/trn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

Pusey, Steven
From: Phil Norris <[e-mail]>
Sent: Wednesday, February 01, 2017 3:46 PM
To: Pusey, Steven
Subject: RE: Anglers Marine (NT #16037)
Attachments: ANGLERS MARINE REV. STORMWATER SUPPLEMENT 02-01-17.pdf
You are correct , we should not have changed the normal pool elevation . Attached is the changed and initialed
supplement pages .
Please let us know if you need anything else .
From: Pusey, Steven[mailto:[e-mail]
Sent: Wednesday, February 1, 2017 3:29 PM
To: Phil Norris <[e-mail]>
Subject: RE: Anglers Marine (NIT 916037)
Importance: High
Phil,
I just reviewed the calculations and I believe I understand your intent. However, you changed and initialed the wet
basin supplement showing 31.05' for permanent pool elevation and top of shelf elevation. These should still be 31.0' in
order to achieve the volume of 15,538 cf. Did you mean to change the temporary pool elevation to 32.05? If yes, please
change and re -initial the supplement accordingly, and resubmit.
As soon as it is received, I will move forward with the permit.
Thanks,
Steve
From: Phil Norris[mailto:[e-mail]]
Sent: Monday, January 23, 2017 3:44 PM
To: Pusey, Steven <[e-mail]>
Subject: Anglers Marine (NIT #16037)
Steve,
1. We do not know why the Hydrocad printout reflects 15,666 CF at 32.00. It should be at 32.05, We will change
everything to show 32.05 as the flood pool.
2. The original permit shows a total of 121,188 square feet of allowable impervious surface of which 4,360 square
feet of building and 116,828 square feet of parking. The new application reflects a total or 171,073 square feet
of impervious surface with 31,310 square feet of buildings and 139,763 square feet of parking. This reflects
26,950 square feet of new building area and 22,935 square feet of parking or 49,885 square feet.
3. It is agreeable to change the permit name to C.W. and Carol Properties, LLC with Carol as a member.
We have attached Revised Calculations and Plans. We will mail you hard copies of these documents as well.

Please let us know if you need anything else.
Phil
J. Phillip Norris, P.E.
NORRIS & TUNSTALL
— CONSUEXING r:"Nct,NEEHS RC_ —
1429 Ash -Little River Road
Ash,NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
Pnorris(@ntengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
from those used by Norris & Tunstall Consulting engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Pusey, Steven [mailto:[e-mail]
Sent: Thursday, January 12, 2017 5:30 PM
To: Phil Norris <[e-mail]>
Subject: Name Change on Angler's Marine
Phil,
I looked into the issue about the change to an LLC instead of Inc. Although the deed still says "Inc.", the current legal
corporate name has "LLC", therefore we need to use that on the permit.
So, please check with the owner and get her to change the permit application to reflect the LLC instead of Inc. and list
her as a Member, as that is what's filed with the Secretary of State's office.
Also, can you please advise her correct telephone number? There is a different number on the application than what's
shown on the Secretary of State website.
Thanks,
Steve
StaVe ptoae
Steve Pusey
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality

Date ' Design Wilmington, NC 7�of
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Date ' Design NOMS Q� '� UNST x A Wilmington, NC Sheet
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1 S SS
Pre Post Pond
(Su Reach Pond I Link Drainage Diagram for 16037 Pre -Post 11-9-16
��/��/ Prepared by Norris & Tunstall Consulting Engineers 11/11/16
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC

16037 Pre -Post 11-9-16 Type 111 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 11/11/16
Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Sim -Route method - Pond routing by Sim -Route method
Subcatchment 1S: Pre Runoff Area=172,352 sf Runoff Depth=1.13"
Tc=5.0 min CN=70 Runoff=5.11 cfs 0.374 of
Subcatchment 2S: Post Runoff Area=172,352 sf Runoff Depth=3.47"
Tc=5.0 min CN=98 Runoff=14.77 cfs 1.143 of
Pond 3P: Pond Peak Elev=32.61' Storage=25,158 cf Inflow=14.77 cfs 1.143 of
Primary=5.04 cfs 0.783 of Secondary=0.00 cfs 0.000 of Outflow=5.04 cfs 0.783 of

16037 Pre -Post 11-9-16
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software!
Subcatchment 1S: Pre
Type Ill 24-hr 1 YR Rainfall=3.70"
Runoff = 5.11 cfs @ 12.08 hrs, Volume= 0.374 af, Depth= 1.13"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.70"
Area (sf) CN Description
172,352 70 Woods, Good, HSG C
Tc Length
5.0
Capacity Description
Direct Entry,
Subcatchment 1S: Pre
Hydrograph
Runoff=5.11 cfs
Type III 24-hr 1 YR
Rainfall=3.70"
Runoff Area=172,352 sf
Runoff Volume=0.374 of
Runoff Depth=;1.13"
_ . _ _ _ ..
Tc=5.0 min
CN-70
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
rime (hours)
— Runoff

16037 Pre -Post 11-9-16 Type 11124-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s1n 000479 © 2005 HydroCAD Software Solutions LLC 11/11/16
Subcatchment 2S: Post
Runoff = 14.77 cfs @ 12.07 hrs, Volume= 1.143 af, Depth= 3.47"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.70"
Area (sf) CN Description
171,073 98 Paved parking & roofs
1,279 74 >75% Grass cover, Good HSG C
172,352 98 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
3-
2-
7-
Subcatchment 2S: Post
Hydrograph
Time (hours)
—Runoff

16037 Pre -Post 11-9-16 Type 11124-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
Pond 3P: Pond
Inflow Area = 3.957 ac, Inflow Depth = 3.47" for 1 YR event
Inflow = 14.77 cfs @ 12.07 hrs, Volume= 1.143 of
Outflow = 5.04 cfs @ 12.33 hrs, Volume= 0.783 af, Atten= 66%, Lag= 15.5 min
Primary = 5.04 cfs @ 12.33 hrs, Volume= 0.783 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 32.61' @ 12.33 hrs Surf.Area= 16,773 sf Storage= 25,158 cf
Plug -Flow detention time=216.4 min calculated for 0.783 of (69% of inflow)
Center -of -Mass det. time=119.9 min ( 872.4 - 752.5 )
Volume Invert Avail.Storage Storage Description
#1 31.00' 50,383 cf Above Normal Pool (Prismatic�isted below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
31.00 13,838 0 0
33.00 17,493 31,331 31,331
34.00 20,611 19,052 50,383
Device Routing Invert Outlet Devices
#1 Primary 30.00' 18.0" x 18.0' long Outlet Culvert
RCP, square edge headwall, Ke= 0.500
Outlet Invert= 28.00' S= 0.1111 T Cc= 0.900
n= 0.020 Corrugated PE, corrugated interior
#2 Device 1 31.00' 2.0" Vert. NCDEQ Orifice C= 0.600
#3 Device 1 32.00' 3.50' W x 0.50' H Vert. Orifice C= 0.600
#4 Device 1 33.00' 4.00' x 4.00' Horiz. Top of Box Limited to weir flow C= 0.600
#5 Secondary 33,30' 10.0' long x 30.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=5.04 cfs @ 12.33 hrs HW=32.61' (Free Discharge)
t1=Outlet Culvert (Passes 5.04 cfs of 11.59 cfs potential flow)
2ZDEQ Orifice (Orifice Controls 0.13 cfs @ 5.9 fps)
3=Orifice (Orifice Controls 4.91 cfs @ 2.8 fps)
--Top of Box ( Controls 0.00 cfs)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.00' (Free Discharge)
5=Emergency Spillway ( Controls 0.00 cfs)

16037 Pre -Post 11-9-16
Prepared by Norris & Tunstall Consulti
HvdrOCADR 7-10 s/n 000479 © 2005 Hvdra
Type/1/ 24-hr 9 YR Rainfall=3.70"
Pond 3P: Pond
Hydrograph
,s_ _... ..... .. ....._ ._.... _._--. ... __. -. _ ..._.__....-_...-
14.77 cfs-
15-
14._ - Inflow Area=1957 ac
.-
12.._..._-._ .._.. _:... _.. ....-..__..-..-- -Inflow=1�4:77-cfs -
117
10__ . -_.__, . -. - ..._OutfloW=5.04.cfs.
-Primary=5.04-cfs
.2 7
Secondary=0.00 cfs.
67
-.
504 Peak-Elev=32.61
5-
4-Storage=25158;-cf
--
0.00
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
Inflow
Outflow
— Primary
Secondary

16037 Pre -Post 11-9-16
Type Ill 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 11 /11116
Hydrograph for Pond 3P: Pond
Time Inflow Storage Elevation Outflow Primary Secondary
0.00
0.00
0
31.00
0.00
0.00
0.00
0.50
0.00
0
31.00
0.00
0.00
0.00
1.00
0.00
0
31.00
0.00
0.00
0.00
1.50
0.02
9
31.00
0.00
0.00
0.00
2.00
0.04
56
31.00
0.00
0.00
0.00
2.50
0.06
137
31.01
0.00
0.00
0.00
3.00
0.07
253
31.02
0.00
0.00
0.00
3.50
0.09
403
31.03
0.00
0.00
0.00
4.00
0.11
585
31.04
0.00
0.00
0.00
4.50
0.13
797
31.05
0.00
0.00
0.00
5.00
0.15
1,036
31.07
0.01
0.01
0.00
5.50
0.16
1,301
31.08
0.01
0.01
0.00
6.00
0.18
1,588
31.10
0.02
0.02
0.00
6.50
0.21
1,908
31.12
0.02
0.02
0.00
7.00
0.25
2,284
31.15
0.03
0.03
0.00
7.50
0.29
2,720
31.17
0.03
0.03
0.00
8.00
0.33
3,218
31.21
0.04
0.04
0.00
8.50
0.41
3,805
31.24
0.04
0.04
0.00
9.00
0.49
4,534
31.29
0.05
0.05
0.00
9.50
0.58
5,408
31.35
0.05
0.05
0.00
10.00
0.67
6,429
31.41
0.06
0.06
0.00
10.50
0.83
7,653
31.49
0.07
0.07
0.00
11.00
1.01
9,183
31.59
0.07
0.07
0.00
11.50
1.61
11,330
31.72
0.08
0.08
0.00
12.00
9.97
18,366
32.17
0.91
0.91
0.00
12.50
2.74
24,525
32.57
4.72
4.72
0.00
13.00
1.18
21,143
32.35
2.44
2.44
0.00
13.50
0.92
19,553
32.25
1.50
1.50
0.00
14.00
0.75
18,754
32.20
1.09
1.09
0.00
14.50
0.65
18,256
32.17
0.86
0.86
0.00
15.00
0.56
17,925
32.14
0.72
0.72
0.00
15.50
0.48
17,661
32.13
0.62
0.62
0.00
16.00
0.40
17,419
32.11
0.53
0.53
0.00
16.50
0.35
17,207
32.10
0.45
0.45
0.00
17.00
0.31
17,043
32.09
0.40
0.40
0.00
17.50
0.28
16,900
32.08
0.35
0.35
0.00
18.00
0.24
16,767
32.07
0.31
0.31
0.00
18.50
0.23
16,651
32.06
0.28
0.28
0.00
19.00
0.22
16,564
32.06
0.26
0.26
0.00
19.50
0.20
16,493
32.05
0.24
0.24
0.00
20.00
0.19
16,433
32.05
0.22
0.22
0.00
2050.
0.18
16,379
32.05
0.21
0.21
0.00
21.00
0.18
16,331
32.04
0.20
0.20
0.00
21.50
0.17
16,287
32.04
0.19
0.19
0.00
22.00
0.16
16,245
32.04
0.18
0.18
0.00
22.50
0.15
16,204
32.03
0.17
0.17
0.00
23.00
0.14
16,163
32.03
0.17
0.17
0.00
23.50
0.13
16,121
32.03
0.16
0.16
0.00
24.00
0.13
16,079
32.03
0.15
0.15
0.00
24.50
0.00
15,873
32.01
0.12
0.12
0.00
25.00
0.00
15,678
32.00
0.10
0.10
0.00

16037 Pre -Post 11-9-16 Type 111 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 11/11/16
Stage -Area -Storage for Pond 3P: Pond
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.00
13,838
0
31.05
13,929
783
31.10
14,021
1,567
31.15
14,112
2,350
31.20
14,203
3,133
31.25
14,295
3,916
31.30
14,386
4,700
31.35
14,478
5,483
31.40
14,569
6,266
31.45
14,660
7,049
31.50
14,752
7,833
31.55
14,843
8,616
31.60
14,935
9,399
31.65
15,026
10,183
31.70
15,117
10,966
31.75
15,209
11,749
31.80
15,300
12,532
31.85
15,391
13,316
31.90
15,483
14,099
31.95
15,574
14 882
32.00
15.666
32.10
15,848
17,232
32.15
15,940
18,015
32.20
16,031
18,799
32.25
16,122
19,582
32.30
16,214
20,365
32.35
16,305
21,148
32.40
16,396
21,932
32.45
16,488
22,715
32.50
16,579
23,498
32.55
16,671
24,282
32.60
16,762
25,065
32.65
16,853
25,848
32.70
16,945
26,631
32.75
17,036
27,415
32.80
17,127
28,198
32.85
17,219
28,981
32.90
17,310
29,764
32.95
17,402
30,548
33.00
17,493
31,331
33.05
17,649
32,284
33.10
17,805
33,236
33.15
17,961
34,189
33.20
18,117
35,141
33.25
18,273
36,094
33.30
18,428
37,047
33.35
18,584
37,999
33.40
18,740
38,952
33.45
18,896
39,904
33.50
19,052
40,857
33.55
19,208
41,810
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
33.60
19,364
42,762
33.65
19,520
43,715
33.70
19,676
44,667
33.75
19,832
45,620
33.80
19,987
46,573
33.85
20,143
47,525
33.90
20,299
48,478
33.95
20,455
49,430
34.00
20,611
50,383

Date Design NORMS & TUNSTALL Wilmington, NC Sheet
CONSULTING ENGINEERS P.C. Brunswick County, NC Of
Check Job For Job No.
JN &O-OLs R44nelnig Stc wt C44-05- 'L�u37
` VTA tL PEII41
IJ
-.NEB? .SRC _Vs

Date Design NORMS & TUNSTAL Wilmington, NC 7�of
11'11Ilb J�$ c CONSULTING ENGINEERS P.C. Brunswick County, NC
Check Job For Job No.
4m &Ar-nI mo,9jur 4MPIAAKJA5iefrL_ CALLS 16e33-7

is 2 S --4> 3 P
Pre Post Pond
Subcat Reach Pond Link Drainage Diagram for 16037 Pre -Post 11-9-16
/ Preared"Norris & Tunstall Consulting Engineers 11/11/16
Fllyd'ra,�".
7.10 s/n000479 © 2005 HydroCAD Software Solutions LLC

16037 Pre -Post 11-9-16 Type /1124-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 11/11/16
Time span=0.00-25.00 hrs, dt=0.01 hrs, 2501 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Sim -Route method - Pond routing by Sim -Route method
Subcatchment 1S: Pre Runoff Area=172,352 sf Runoff Depth=1.13"
Tc=5.0 min CN=70 Runoff=5.11 cfs 0.374 of
Subcatchment 2S: Post Runoff Area=172,352 sf Runoff Depth=3.47"
Tc=5.0 min CN=98 Runoff=14.77 cfs 1.143 of
Pond 3P: Pond Peak Elev=32.61' Storage=25,158 cf Inflow=14.77 cfs 1.143 of
Primary=5.04 cfs 0.783 of Secondary=0.00 cfs 0.000 of Outflow=5.04 cfs 0.783 of

16037 Pre -Post 11-9-16
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 @ 2005 HydroCAD Software
Subcatchment 1S: Pre
Type Ill 24-hr 1 YR Rainfall=3.70"
Runoff = 5.11 cfs @ 12.08 hrs, Volume= 0.374 af, Depth= 1.13"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.70"
Area (sf) CN Description
172,352 70 Woods, Good, HSG C
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 1S: Pre
Hydrograph
— Runoff
Runoff=5.11 cfs
Type III 24-hr 1 YR
Rainfal1=3.70"
Runoff Area=172,352 sf
_ _ ..... - - - - - ' -
Runoff Volume=0.374 of
Runoff Depth=:1.13"
Tc=5.0 min
CN=70
7 8 9 10 11 12 13 14
Time (hours)

16037 Pre -Post 11-9-16 Type/1/ 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
Subcatchment 2S: Post
Runoff = 14.77 cfs @ 12.07 hrs, Volume= 1.143 af, Depth= 3.47"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Type III 24-hr 1 YR Rainfall=3.70"
Area (sf) CN Description
171,073 98 Paved parking & roofs
1,279 74 >75% Grass cover, Good, HSG C
172,352 98 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 2S: Post
Hydrograph
. - 14 77 cFs - - -
_ Runoff=14.77 cfs
m_ .. .:. .. _ .. ._.. .. -_
Type -III .24-hr.1 YR .
Rainfal1=31V
Runoff_Area=172,352_sf
Runoff -Volume=1.143-af
-.'Runoff Depth=3._47"_
Tc=5.0 min-
.------- ------ - - CN=98
o,
n � ; a a s a 7 a a 1n ii19 ie14 15 19 1
Time (hours)
— Runaff

16037 Pre -Post 11-9-16 Type /// 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 11/11/16
Pond 3P: Pond
Inflow Area = 3.957 ac, Inflow Depth = 3.47" for 1 YR event
Inflow =
14.77 cfs @
12.07 hrs,
Volume=
1.143 of
Outflow =
5.04 cfs @
12.33 hrs,
Volume=
0.783 af, Atten= 66%, Lag= 15.5 min
Primary =
5.04 cfs @
12.33 hrs,
Volume=
0.783 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Sim -Route method, Time Span= 0.00-25.00 hrs, dt= 0.01 hrs
Peak Elev= 32.61' @ 12.33 hrs Surf.Area= 16,773 sf Storage= 25,158 cf
Plug -Flow detention time=216.4 min calculated for 0.783 of (69% of inflow)
Center -of -Mass det. time=119.9 min (872.4 - 752.5)
Volume Invert
Avail.Storage Storage Description
#1 31.00'
50,383 cf Above Normal Pool (Prismatic)-isted below
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
31.00
13,838
0 0
33.00
17,493
31,331 31,331
34.00
20,611
19,052 50,383
Device Routing
Invert
Outlet Devices
#1 Primary
30.00'
18.0" x 18.0' long Outlet Culvert
RCP, square edge headwall, Ke= 0.500
Outlet Invert= 28.00' S= 0.1111 T Cc= 0.900
n= 0.020 Corrugated PE, corrugated interior
#2 Device 1
31.00'
2.0" Vert. NCDEQ Orifice C= 0.600
#3 Device 1
32.00'
3.50' W x 0.50' H Vert. Orifice C= 0.600
#4 Device 1
33.00'
4.00' x 4.00' Horiz. Top of Box Limited to weir flow C= 0.600
#5 Secondary
33.30'
10.0' long x 30.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=5.04 cfs @ 12.33 hrs HW=32.61' (Free Discharge)
t1=Outlet Culvert (Passes 5.04 cfs of 11.59 cfs potential flow)
2=NCDEQ Orifice (Orifice Controls 0.13 cfs @ 5.9 fps)
3=Orifice (Orifice Controls 4.91 cfs @ 2.8 fps)
=Top of Box ( Controls 0.00 cfs)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=31.00' (Free Discharge)
=Emergency Spillway ( Controls 0.00 cfs)

16037 Pre -Post 11-9-16
Prepared by Norris & Tunstall
HvdrOCAD9)7.10 s/n 000479 02
Engineers
Type /Il 24-hr 1 YR Rainfall=3.70"
Pond 3P: Pond
Hydrograph
14.77 cfs
15 :
14
.. _ . _ _ _ - Inflow-Area=1957 ac
12?
-Inflow=14:77-cfs-
10_
9:
.V.
. _ _.Outflow=5.04_cfs.
- Primary=5:04 cfs
3 a
°
- Secondary=0.00 cfs -
6-
.. 5.04 cfs
- - - Peak-Elev=32.61'
4
---------.._--------- - ---.-Storage=25158'-cf
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Time (hours)
Inflow
® Outflow
Primary
Secondary

16037 Pre -Post 11-9-16 Type 111 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 11/11/16
Hydrograph for Pond 3P: Pond
Time Inflow Storage Elevation Outflow Primary
0.00
0.00
0
31.00
0.00
0.00
0.00
0.50
0.00
0
31.00
0.00
0.00
0.00
1.00
0.00
0
31.00
0.00
0.00
0.00
1.50
0.02
9
31.00
0.00
0.00
0.00
2.00
0.04
56
31.00
0.00
0.00
0.00
2.50
0.06
137
31.01
0.00
0.00
0.00
3.00
0.07
253
31.02
0.00
0.00
0.00
3.50
0.09
403
31.03
0.00
0.00
0.00
4.00
0.11
585
31.04
0.00
0.00
0.00
4.50
0.13
797
31.05
0.00
0.00
0.00
5.00
0.15
1,036
31.07
0.01
0.01
0.00
5.50
0.16
1,301
31.08
0.01
0.01
0.00
6.00
0.18
1,588
31.10
0.02
0.02
0.00
6.50
0.21
1,908
31.12
0.02
0.02
0.00
7.00
0.25
2,284
31.15
0.03
0.03
0.00
7.50
0.29
2,720
31.17
0.03
0.03
0.00
8.00
0.33
3,218
31.21
0.04
0.04
0.00
8.50
0.41
3,805
31.24
0.04
0.04
0.00
9.00
0.49
4,534
31.29
0.05
0.05
0.00
9.50
0.58
5,408
31.35
0.05
0.05
0.00
10.00
0.67
6,429
31.41
0.06
0.06
0.00
10.50
0.83
7,653
31.49
0.07
0.07
0.00
11.00
1.01
9,183
31.59
0.07
0.07
0.00
11.50
1.61
11,330
31.72
0.08
0.08
0.00
12.00
9.97
18,366
32.17
0.91
0.91
0.00
12.50
2.74
24,525
32.57
4.72
4.72
0.00
13.00
1.18
21,143
32.35
2.44
2.44
0.00
13.50
0.92
19,553
32.25
1.50
1.50
0.00
14.00
0.75
18,754
32.20
1.09
1.09
0.00
14.50
0.65
18,256
32.17
0.86
0.86
0.00
15.00
0.56
17,925
32.14
0.72
0.72
0.00
15.50
0.48
17,661
32.13
0.62
0.62
0.00
16.00
0.40
17,419
32.11
0.53
0.53
0.00
16.50
0.35
17,207
32.10
0.45
0.45
0.00
17.00
0.31
17,043
32.09
0.40
0.40
0.00
17.50
0.28
16,900
32.08
0.35
0.35
0,00
18.00
0.24
16,767
32.07
0.31
0.31
0.00
18.50
0.23
16,651
32.06
0.28
0.28
0.00
19.00
0.22
16,564
32.06
0.26
0.26
0.00
19.50
0.20
16,493
32.05
0.24
0.24
0.00
20.00
0.19
16,433
32.05
0.22
0.22
0.00
20.50
0.18
16,379
32.05
0.21
0.21
0.00
21.00
0.18
16,331
32.04
0.20
0.20
0.00
21.50
0.17
16,287
32.04
0.19
0.19
0.00
22.00
0.16
16,245
32.04
0.18
0.18
0.00
22.50
0.15
16,204
32.03
0.17
0.17
0.00
23.00
0.14
16,163
32.03
0.17
0.17
0.00
23.50
0.13
16,121
32.03
0.16
0.16
0.00
24.00
0.13
16,079
32.03
0.15
0.15
0.00
24.50
0.00
15,873
32.01
0.12
0.12
0.00
25.00
0.00
15,678
32.00
0.10
0.10
0.00

16037 Pre -Post 11-9-16 Type 111 24-hr 1 YR Rainfall=3.70"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 0 2005 HydroCAD Software Solutions LLC 11/11 /16
Stage -Area -Storage for Pond 3P: Pond
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
31.00
13,838
0
31.05
13,929
783
31.10
14,021
1,567
31.15
14,112
2,350
31.20
14,203
3,133
31.25
14,295
3,916
31.30
14,386
4,700
31.35
14,478
5,483
31.40
14,569
6,266
31.45
14,660
7,049
31.50
14,752
7,833
31.55
14,843
8,616
31.60
14,935
9,399
31.65
15,026
10,183
31.70
15,117
10,966
31.75
15,209
11,749
31.80
15,300
12,532
31.85
15,391
13,316
31.90
15,483
14,099
31.95
15,574
14,882
32.00
15,666
15,66-66
32.05
15,757
16 449449
32.10
15,848
17,232
32.15
15,940
18,015
32.20
16,031
18,799
32.25
16,122
19,582
32.30
16,214
20,365
32.35
16,305
21,148
32.40
16,396
21,932
32.45
16,488
22,715
32.50
16,579
23,498
32.55
16,671
24,282
32.60
16,762
25,065
32.65
16,853
25,848
32.70
16,945
26,631
32.75
17,036
27,415
32.80
17,127
28,198
32.85
17,219
28,981
32.90
17,310
29,764
32.95
17,402
30,548
33.00
17,493
31,331
33.05
17,649
32,284
33.10
17,805
33,236
33.15
17,961
34,189
33.20
18,117
35,141
33.25
18,273
36,094
33.30
18,428
37,047
33.35
18,584
37,999
33.40
18,740
38,952
33.45
18,896
39,904
33.50
19,052
40,857
33.55
19,208
41,810
Elevation
(feet)
Surface
(sq-ft)
Storage
(cubic -feet)
33.60
19,364
42,762
33.65
19,520
43,715
33.70
19,676
44,667
33.75
19,832
45,620
33.80
19,987
46,573
33.85
20,143
47,525
33.90
20,299
48,478
33.95
20,455
49,430
34.00
20,611
50,383
u

NORRIS & TUNSTALL J. Phillip Norris, P.E.
CONSULTING ENGINEERS, P.C. John S. Tunstall, P.E.
1429 Ash Little River Road, Ash, NC 28467 910-287-5900 (Office) 910-287-5902 (Fax)
LETTER OF TRANSMITTAL
To:
Mr. Steve Pusey
Date: January 23, 2017
Job No.16037
NCDEQ
subject: Anglers Marine
127 Cardinal Drive Extension
Wilmington, NC
28405
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5900 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
Revised Calculations
1
01/23/17
C2
Detail Sheet
®
❑
AS REQUESTED
FOR YOUR USE
M FOR REVIEW AND APPROVAL ® FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
J)4t,W co
SIGNED J. Phillip Norris, P.E.
/trn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

WET DETENTION POND ANALYSIS -ALL RULES
FILENAME:
G:\\\5tormwater\Permits&Projects\file
year\040130 HD\doc yr me excel WP 040130
PROJECT #: SW8
i040130- _
REVIEWER:
'Pusey j
Initial Run Date 1/12117
PROJECT NAME:
M
[Angler's arine _ _ _ _
_
I Last modiUed
01-Feb-17 -
Receiving Stream:
,Doe Creek
Class:
,C Sw HOW
Drainage Basin:
;Lumber
Within 1/2 mile?
DY or N
Index No.
,15-25-1-13
Site Area
1 7.28
acres
OO Drainage Arei
Is new DA being added?
Y or N
New Added DA
Y
Rules- "2008" or "Ph2"
Total DA
IMPERVIOUS AREAS-BU_A__
RunoffC
Buildings
iI square feet
1
Street
jsquare feet
0.98
Parking or SW
;square feet
0.95
Future
square feet
__
?.
Offsite
;square feet
?? j
Other - New
49885.00 !square feet
I ??
BUA at Old DSO
( 121188.00 jsquare feet
, ??
TOTAL F-1-7-1-0-7-3._00-1 square feet
SURFACE AREA CALCULATION (including old and new DA and BUA)
user input req.
formula
Breakdown of BUA @ old DS
Buildings/Lots
Street
Parking / SW
Other
Overall % Impervious 99.26°,6 SA/DA Ratio 7.24%
(Average Design Depth 5 feet Req. SA 12479 sf
TSS, 85 or 90: 90 % Prov. SA 13838 at
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
®Drainage Area
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr, 24 hour precipitation depth (inches) from NOAA chart
Predevelopment Rv value (0.05 if no existing BUA)
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
2008 Design Volume 15523 cubic feet
Phase 2 Design Volume 15523 cubic feet
Required Volume
15523
of
Top of Sediment
26.00
msl ........
Bottom of Shelf
29.33
msl.........
Permanent Pool
31.00
msl.........
Top of Shelf
31.00
mail........ .
Temporary Pool
32.05
msl.........
Volume met at elev
32.05
msl
"Vol. Prov. at TPE
15537
cf
only works if TPE > tap of shelf elevation
Average Head
Flow 02, cis
Flow 05, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak 0
Orifice fiow<lyr24hr 7
3.7
do not include previously approved BUA as emstir
feet
feet
41
Req. Forebay Volume=
Provided Volume=
Percent=
'eat
:is
.fs
or weir H x W
Jays
NOAA chart
anitless
02 Area 4.73
05 Area 1.89
Orifice Area 3.14
Avg. Flow O= 0.060
in x
'# of end contractions, N =
discharge coefficient, C =
Effective weir length, L =
sq. inches
sq. inches
sq. inches
cfs
3.30
0.00
in

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, January 12, 2017 11:44 AM
To: Jody Bland [e-mail])
Subject: Angler's Marine
Jody,
Happy New Year! Hope you are well.
I have some questions about your calculations on the subject pond, as follows:
1. It appears that you may not have enough volume at 32' elevation. My calculations show a volume of 14,752 cf
at that elevation. I think you assumed a vertical height in calculating the storage volume; not sure how
Hydrocad works on that. Please check and advise.
2. Please provide a breakdown of the new BUA. You only stated that it was a total of 49,885 sf.
Please let me know when you can get back with me.
Thanks,
Stetve f uset
Steve Pusey
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
Steven. ousevencdenr.00v
127 Cardinal Drive Ext
Wilmington, NC 28405
[neavy, asne,al
and Lond Resnw ,e
_ ..a, .......
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, January 12, 2017 5:30 PM
To: Phil Norris ([e-mail])
Subject: Name Change on Angler's Marine
Phil,
I looked into the issue about the change to an LLC instead of Inc. Although the deed still says "Inc.", the current legal
corporate name has "LLC", therefore we need to use that on the permit.
So, please check with the owner and get her to change the permit application to reflect the LLC instead of Inc. and list
her as a Member, as that is what's filed with the Secretary of State's office.
Also, can you please advise her correct telephone number? There is a different number on the application than what's
shown on the Secretary of State website.
Thanks,
Steve
Steve Pwet
Steve Pusey
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven.ousevna ncdenr.aov
127 Cardinal Drive Ext
Wilmington, NC 28405
KCandmd Resources
anwo.+uiu wwn.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
`tea! Before printing this email, please consider your budget and the environment.

Casmer, Jo
From:
Casmer, Jo
Sent:
Wednesday, November 30, 2016 2:50 PM
To:
'[e-mail]'; [e-mail]
Subject:
Angler's Marine; Stormwater Permit SW8 040130
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on November 18, 2016. The project has been
assigned to Steve Pusey and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
(Phil, this is a corrected email. Previous email was sent to incorrect owner that my email program automatically entered).
Jo Casmer
Administrative Assistant IV
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io. casmerc'bncdenr.nov
127 Cardinal Drive Extension
Wilmington, NC 28405
r -:;>�Nothtng Compares, ,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

_,
Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, November 30, 2016 12:19 PM
To: ; [e-mail]
Subject: Angler's Marine; Stormwater Permit SW8 040130
The Wilmington Regional Office of the Division of Energy, Mineral. and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on November 18, 2016. The project has been
assigned to Steve Pusey and you will be notified if additional information is needed. Please be advised that the
construction of built —upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
0o.casmea-ncden r.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
( --.5:Nothing Compares.--,...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

4
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11.1 Pfl: 916-7515 7900 66-112/531
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DOLLARS
M'Barrett Drive
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I

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C. —
902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S.'runstall, PJ3.
1'. Jason Clark, P.E.
November 15. 2016
1429 Ash -Little Itiver Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, RE —
Joseph K. Bland, P.E.
Ms. Jo Casmer
NC DEQ
Division of Energy, Mineral and Land Resources — State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Angler's Marine Inc.
Supply, NC
N&T Project No. 16037
Dear Ms. Casmer:
Enclosed are two (2) sets of plans for the above referenced project, one (1) set of calculations,
one (1) copy of the Stormwater Narrative, one (1) USGS map, , one (1) copy of the Deed, one
(1) copy of the Articles of Organization, the original Division of Water Quality Stormwater
Management Permit application, the original Wet Detention Basin Supplement form, the
original Wet Detention Basin Operation and Maintenance Agreement and a $505.00 check for
the permit review fee.
Please review this information for approval and contact us with any questions or comments
you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING GINE
J. Ph Ilip ris, P. E
JPN/ n
7 11-15-16-s-sw-Itr
Enclosures
ERS, P
ECEBVE
NOV 18 2016
BY:
NCBELS License C-3641

Completeness Review Checklist
Project Name: .Qyr� I�C>,ul�� �Lc�C Received Date:
Project Location: " , . LQ� C� Accepted Date: JU -2-6 I
Rule(s) 1:12008 Coastal 1995 Coastal Phase II (WiRO.) Universal 01988 Coastal
Type of Permit: New or Mod or PR Existing Permit k (Mod or PR): Oq� 13v nPE Cert on File?
Density:( HD) or LID
%: ____o(% OK?)
Type: Commercial or Residential
F-1NCG:
Stream Class: �SA Map
FJOffsite to SW8
nFxpmnt
Subdivided?: Subdivision or Single Lot
r7ORW Mao
Paperwork Emailed Engineer on:
DS-U (1 original per BMP) BMP Type(s):
DPgrm with correct/original signatures (1 original per BMP except LS/VFS and swoles)
implication with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or letter III��JJ�££mmail Address: Design Engineer
505 (within 6mo) _ 11 i3e4yrff]?na'il Address: Owner
❑Soils Report with SHWT
alculations (signed/sealed) n I
�No obvious errors LP 1 a
Density includes common areas, etc
!d Restrictions, if subdivided:
& Notarized
Plans K 4P(1—A7)'L �--
LJ` ets tails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grad ingWetlands: Delineated or No Wetlands
� �' icinity Map oleyout (proposed BUA dimensions)
Egeegend 11DA Maps oject Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot tt Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

DEJvILR USE ONLY
' Date Re
eixf!Fee
Paid
Permit Number
Lt
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Co stal - 200 h 11- Post o ti
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): _
2. Location of Project (street address):
NOV 18 2016
City:Sunoly County:Brunswick
3. Directions to project (from nearest major intersection):
From intersection of NC 211 and US 17, travel south on US 17 approximately 1.75 miles. Site is on the right.
4. Latitude:34° ' 0.44" N Longitude:78° ' 18.11" W of the main entrance to the project.
II. PERMIT INFORMATION:
].a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification,
t Renetnals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 040130 , its issue date (if known) November 4, 2013 , and the status
of construction: ❑Not Started ❑Partially Completed* ®Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at ]-877-623-6748):
❑LAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of

III, CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner,, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization:C.W. and Carol Properties,-k+e.
Signing Official & Title:Alesia Carol Hamilton, President
b.Contact information for person listed in item la above:
Street Address:487 Lockwood Folly Road, SE
City:Bolivia State:NC Zip:28422
Mailing Address (if applicable):N/A
Phone: (910 ) 755-7900
Email:[e-mail]
Zip:
Fax: (910 ) 755-7902
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project: EG E' V �M
Other Contact Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
4. Local jurisdiction for building permits: Brunswick County
Point of Contact:Dawn Horne, Director Phone k: (910 ) 253-2053
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Existing stormwater retention pond.
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph 11— Post Construction
3. Stormwater runoff from this project drains to the Lumber River River basin.
4. Total Property Area: 7.28 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area`:
7.28 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the }formal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 54.35 `%,
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole proper(/ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT Doe Creek
Stream Class *
C Sw HQW
Stream Index Number *
Total Drainage Area (sf)
172,352
On -site Drainage Area (so
172,352
Off -site Drainage Area (so
0
Pro osed Impervious Area** (sf)
171,073
% Impervious Area** (total)
99.26
Im ervious" Surface Area
Drainage Area
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (sf)
31,310
On -site Streets (so
0
On -site Parkin (sf)
139,763
In
On -site Sidewalks (sf)
0
_
Other on -site (so
0
NU
I vElit
Future (so
0
Off -site (so
0
Existin BUA*** (sf)
-
Total (sf):
171,073
* Stream Class and Index Number can be determined at: htip:Hportal.ncdetir.org/web/was/esu/classifications
Form SWU-101 Version Oct. 31, 2013 Page 3 of

" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
httl2:///12ortal ncdenr.org web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htW:/112ortal.ncdenr.org/­web/wq/ws/­su/niaps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://portal.ncdenr.org/web/wq/ws/­su/statesw/forms does.
als
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 7 ZIA-
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/onestopexi2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of g r
impounded structures, the banks of streams and rivers, the MHW or NHW line of EC E PVG
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of im n tVed 18 2016
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal wa
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. BY:
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). �` 1
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: /8 Page No: S690
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Corporations/`CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://l2ortal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:l. Phillip Norris, P.E.
Consulting Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing Address:] 429 Ash Little River Road
City:Ash State:NC Zip:28420
Phone: (910 ) 287-5900
Email:[e-mail]
Fax: (910 ) 287-5902
c F_If V9
N®d 1 2016
BY:_-----
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. 1 understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Da
a Notary Public for the State of County of
, do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
EGE8 `V
NOV 18 2016
BY: ._ --
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

X., APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) Alesia Carol Hamilton
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormw er F les under 15A NCAC 2H .1000 and any t r applicable state stormwater requirements.
Signature: Dlate:
I, Notary Public for the State of ' v County of
WAnsynxrrto hereby certify that �r � l� (/�/ m l ersonally appeared
before me this ay of / "� VP d a owledge t e clu e ution t e a piication for
a stormwater permit. Witness my hand and official seal,
NOTARY PUBLIC
K COUNTY, NORTH CARC
'SION EXPIRES JUNE 13.
NOTARY PUBLIC
JNSWICK COUNTY, NORTH CARC
COMMISSION EXPIRES JUNE 13,
My commission
-►3-,goqr�'!
�Q. EIVE
NOd 1 a 2016
Form SWU-101 Version Oct. 31, 2013 Page 7 of

STORMWATER SYSTEM NARRATIVE
Angler's Marine Inc.
Supply, North Carolina
For
C.W. and Carol Properties, Inc.
487 Lockwood Folly road, Se
Bolivia, NC 28422
[phone]
November 2016
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road
Ash, NC 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 16037

Angler's Marine, Inc.
Receiving Stream Name: UT Doe Creek
Stream Class: C Sw HQW
Stream Index Number:
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County, North Carolina and already has a state
a state stormwater permit SW8 040130 dated November 4, 2013.
The owner wishes to increase the impervious surface on the site beyond the current
permitted allocation. This submittal represents increasing the wet retention pond size to
accomplish this. The design is based on the already permitted impervious area at 1.0
inches and the new impervious area at 1.5 inches to comply with the NCDEQ
regulations that have become effective after the original design and permit were done.

NT# 160.57
078' 18' 20.00" W 078` 18'
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1/12/2017
Corporations Division
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
+mw „uw PO Box 29622 Raleigh, NC 27626-0622 [phone] Account
Login
The Secretary of State's Office will be closed on Monday, January 16th in observance of Martin Register
Luther King Day. We will reopen at 8 a.m. on Tuesday, January 17th.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Prev Legal: C.W. and Carol Properties, Inc.
Legal: C.W. and Carol Properties, L.L.C.
Limited Liability Company Information
Sosld:
1319459
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
1/1/2016
Fiscal Month:
Registered Agent:
Hamilton, Alesia Carol
Corporate Addresses
Mailing: 487 Lockwood Folly Rd, SE
Bolivia, NC 28422
Principal Office: 487 Lockwood Folly Rd, SE
Bolivia, NC 28422
Reg Office: 487 Lockwood Folly Rd, SE
Bolivia, NC 28422
Reg Mailing: 487 Lockwood Folly Rd, SE
Bolivia, NC 28422
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
hhps //www.sosnc.gov/Se rcNprofcorp/11838108 1/1

SOSID: 1319459
Date Filed: 11/20/2015 9:12:00 AM
Effective: 1/1/2016
Elaine F. Marshall
State of North Carolina North Carolina Secretary of Stale
Department of the SecretarvofStale C2015 287 00224
ARTICLES OF ORGANIZATION
INCLUDING ARTICLES OF CONVERSION
Pursuant to §§ 57D-2-21, 57D-9-20 and 57D-9-22 of the General Statutes of North Carolina, the undersigned
converting business entity does hereby submit these Articles of Organization Including Articles of Conversion
for the purpose of forming a limited liability company pursuant to the conversion of another eligible entity.
1. The name of the limited liability company is: C.W. and Carol Properties, L.L.C.
The limited liability company is being formed pursuant to a conversion of another business entity.
(See Item 1 of the Instructions for appropriate entity designation)
2. The name of the converting business entity is: C.W. and Carol Properties, Inc.
and the organization and internal affairs of the converting business entity are governed by the laws of the
state or country Of North Carolina, USA
A plan of conversion has been approved by the converting business entity as required by law.
3. The converting business entity is a (check one): Q domestic corporation; Qforeign corporation;
❑ foreign limited liability company; ❑ domestic limited partnership;
❑ foreign limited partnership; ❑ domestic registered limited liability partnership;
❑ foreign limited liability partnership; ❑ professional corporation; or ❑ other partnership as defined in
G.S. 59-36, whether or not formed under the laws of North Carolina.
The mailing address of the converting entity prior to the conversion is:
Number and Street: 487 Lockwood Folly Rd., SE
City: Bolivia State: NC Zip Code: 28422
If different, the mailing address of the resulting business entity is:
Number and Street, Same as Above
City: State: Zip Code:
County: Brunswick
County:
5. The name and address of each person executing these articles of organization is as follows: (State
whether each person is executing these articles of organization in the capacity ofa member,
organizer or both. Note: This document must be signed by all persons listed.)
C.W. and Carol Properties, L.L.C.
Alesia Carol Hamilton, Member & Organizer, 487 Lockwood Folly Rd., SE, Bolivia, NC 28422
Clarence Wesley Hamilton, III, Member, 487 Lockwood Folly Rd., SE, Bolivia, NC 28422
CORPORATIONS DMSION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014) Page 1 (Form 1-01A)

1.1
A
The name of the initial registered agent is: Alesia Carol Hamilton
The street address and county of the initial registered office of the limited liability company is:
Number and Street: 487 Lockwood Folly Rd., SE
City:
Bolivia
State: NC Zip Code: 28422 County: Brunswick
The North Carolina mailing address, if different from the street address, of the initial registered office is:
Number and Street: Same as Above
City:
State: NC Zip Code: County:
9. Principal Office Information: Select either a or b.
a. Q The limited liability company has a principal office.
The principal office telephone number. 910-842-1773
The street address and county of the principal office of the limited liability company is:
Number and Street: 487 Lockwood Folly Rd., SE
City: Bolivia State: NC Zip Code: 28422 County: Brunswick
The mailing address, if different from the street address, of the principal off -ice of the limited liability
company is:
Number and Street: Same as Above
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
10. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
Privacy Redaction
11. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will a -mail the business automatically at t e a ess provr ed at no
charge when a document is filed. The e-mail provided will not be viewable on the website. For more
information on why this service is being offered, please see the instructions for this document. SI
CORPORATIONS DIVISION P.O. BOX 79622 RALEIGH, NC 27626-0622
(Revised January 2014) Page. 2 (Form L-01A)

12. These articles will be effective upon filing, unless a future date is specified: O 1-O 1-201 6
This is tbe5 day of October 2015
and. Carol Properties, L.L.C.
Iptional: Business Entity Name
Signature
Alesia Card Harnitton, Member and Organizer
Type or Print Name and Title
The below space to be used ff more than one organizer or member is listed In Item N5 above.
C.W, and Carol Properties, L.L.C.
(Optional. Business Entity Name)
Signature
Type or Print Name and Title
NOTES:
1. Mbg he b 3125 This dseeme•t e®t be OW wlm me Seetetaq of 5mte_
(Optional: Business Entity Name)
Signature
Type or Print Name and Title
(Optional. Business Entity Name)
Signature
Type or Print Name and Title
CORPORATIONS DMSION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised lamary 2014) Page 3 (Forms L-01A)