20181487 Ver 1_More Info Received_20190208

Strickland, Bev
From: [e-mail]
Sent: Friday, February 08, 2019 10:29 AM
To: 'Beecher, Gary H CIV USARMY CESAW (US)'
Cc: Coburn, Chad
Subject: [External] Re: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN
Review (UNCLASSIFIED)
Attachments: Leland Commercial County Stormwater Permit.pdf, Leland Comercial State Storm
Water Permit SW8 181112 121918.pdf, Erosion Control Approval 010319.pdf, 006
C-4.1 Grading Plan.pdf, 004 C-4.0 Rev 2 Grading Plan.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
Hi, Gary
I have attached the grading plan, that shows the two crossings and should provide all the information you need. I have
also attached the Stormwater and S&EC permits.
Also, I don't believe I got an answer regarding the utility line impact and how to permit it. Please advise.
Dana
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone] (preferred)
www.segi.us
-----Original Message -----
From: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, February 6, 2019 4:31 PM
To: [e-mail]
Subject: RE: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Dana,
Yep it was pretty nice today, I was lucky to have spent most of the day in Brunswick County.
I think we're starting to look pretty good on getting this permit issued soon. I wish we could minimize in some areas, but
I understand that they need the impacts to build the site.
I think the mitigation part is looking good. I got the credit reservation Letter. I'm ok with rounding the purchase amount
down slightly.
1

Can you send me a more detailed plan/design for the wetland impacts that will have road crossings through them.
(impact 1 & 2). 1 need to see the size and location of the pipes being installed, how they will be installed, erosion control
measures, etc. The plans that were sent didn't have enough information on them. I want to make sure that water will be
allowed to flow through the wetlands even with the crossings.
I'll check with Chad (DEQ) to see if he's got any big issues with this site and proposed development plan. Some of them
may not have anything to do with the Corps area of Jurisdiction/responsibility.
Hopefully, I can move even closer to getting this thing permitted by the end of next week.
I'm off tomorrow and don't work on Fridays. Have a good weekend.
Respectfully,
Gary
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Wednesday, February 6, 2019 11:13 AM
To: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Subject: RE: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
Hi, Gary
It is way to pretty outside to be inside, but sometimes duty calls. Any updates on this?
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone]
Blockedwww.segi.us
-----Original Message -----
From: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Sent: Monday, February 4, 2019 4:41 PM
To: [e-mail]
Cc: 'Coburn, Chad' <[e-mail]>; 'Montalvo, Sheri A'
<[e-mail]>; [e-mail]
Subject: RE: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Dana,
Thanks for sending in the response package to the questions that I had sent you. The response package was well written
and helped answer many of the questions that I had.

I unfortunately ran out of time while reading through the package,(got stuck in several meetings throughout the day).
I'll get a chance to review the rest of the package tomorrow.
Respectfully,
Gary
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, December 21, 2018 12:15 PM
To: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Cc: 'Coburn, Chad' <[e-mail]>; 'Montalvo, Sheri A'
<[e-mail]>
Subject: RE: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
Gary,
Please find the response to your RFAls attached. I believe I addressed all of your concerns. I am waiting on Christian
Preziosi, with LCFUMB, to send me an updated credit reservation letter. The one he sent indicated non -riparian. I will
forward to all, upon receipt.
Dana
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone]
Blocked Blockedwww.segi.us
-----Original Message -----
From: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Sent: Thursday, November 29, 2018 2:42 PM
To: [e-mail]
Subject: RE: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Dana,
Just to give you a heads up on this one, probably going to have Chad (DEQ) and Mickey or Brad with me also. All three of
these guys are pretty familiar with this site. I know it from the NCDENR (Erosion control side), but not from the wetlands
side.
Probably not going to get out there until early to mid- January 2019.
Gary

-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Thursday, November 29, 2018 2:25 PM
To: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Subject: [Non-DoD Source] RE: Leland Commercial (SAW -2005-01297) PCN Review
(UNCLASSIFIED)
Thank you, Gary.
I can meet with you on any day to look at the site. Just give me a call to schedule. In the meantime, I will work on
addressing your comments.
Dana
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone]
Blocked Blocked Blockedwww.segi.us
-----Original Message -----
From: Beecher, Gary H CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, November 28, 2018 4:55 PM
To: [e-mail]
Subject: Leland Commercial (SAW -2005-01297) PCN Review (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Dana,
I hope you had a good Thanksgiving,
There's a lot of history on this site. It goes back to the mid 2000's.
Below are some of the items that need to be addressed:
1. The original JD expired on June 4, 2013, that and due to the history of this site, a site wetland verification and site visit
will be required to insure that the prior violations have been addressed. One of our regulations states that a Permit
cannot be issued until all prior enforcement actions have been resolved and closed out.
2. Based on the site plan that you provided it appears that impacts 2, 3, 4 & 5 can be avoided. They can be avoided by
relocating or reducing the size of the proposed roads and buildings.
3. A Mitigation Responsibility Transfer Form needs to be submitted showing that your client has contacted the Lower
Cape Fear Mitigation Bank and that the bank has those Riparian Wetlands available.
4. The mitigation for the Riparian (Bottomland Hardwood) Wetlands is going to be at a rate of 2:1.

The application is not complete until the above items are addressed. There may also be additional items that will need
to be addressed throughout the application process.
Respectfully,
Gary
CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED
CLASSIFICATION: UNCLASSIFIED
This email has been checked for viruses by Avast antivirus software.
https://www.avast.com/antivirus

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
S'. C' efary
WILLIAM E. (TOBY) VINSON, JR
lrnterirn Oireetor
January 3, 2019
LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFOR_IIANCE RESERVATIONS
Buster Development, LLC
ATTN: Steven Shuttleworth
214 Quilon Drive
Wilmington, NC 28412
RE: Project -Name: Leland Commercial
Acres Approved: 25.0
Project ID: BRUT?NS-2019-039
County: Brunswick, City: Towncreek
Address_ Highway 17
River Basin.: Cape Pear
Stream Classification: Other
Submitted By: Mark N, Hargrove, Port City Consulting Engineers, PLLC
Date Received by LQS: December 10, 2018, January 2, 2019 and January 3, 2019
Plan Type: Commercial & Residential
Dear Mr. Shuttleworth:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be
posted at the job site. This plan approval shall expire three (3) years following the date of approval, if
no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
PIease be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NCGOI 0000. Please become familiar with all the requirements and conditions of this
permit in order to achieve compliance.
Title 15A NCAC 4B .0118[a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a] of our right of
periodic inspection to ensure compliance with the approved plan.
4t(,4 1 �14 1, � ;D�4
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension 1 Wilmington, North Carolina 28405
910.746.7215

Letter of Approval with Modifications and Performance Reservatios
Buster Development, LLC
January 3, 2019
Page 2 of 4
'Forth Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project,
the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation
Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may
require revisions to the plan and implementation of the revisions to ensure compliance rvlth the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules_ In addition, local city or county ordinances or rules may also
apply to this land -disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if
there is any change in the information included on the form. In addition, it would be helpful if you
notify this officeoF- the proposed startzrig date for this project. Please notify us if you plan to have a
preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Rhonda Hall
Regional Engineering Associate
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: Mark N. Hargrove, Port City Consulting Engineers, PLLC
6216 Stonebridge Road, Wilmington, NC 28409

Letter of Approval with Modifications and Performance Reservatios
Buster Development, LLC
January 3, 2019
Page 3 of 4
MODIFICATIONS A_ND PERFORMANCE RESERVATIO- S
Project Name: Leland Commercial
Project ID: BRLNS-2019-039
County: Brunswick
I. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on-site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device
must be inspected after each storm event (NCGS 113A -54.1(e)). Maintenance and/or clean out is
necessary anytime the device is at 50% capacity. All sediment storage measures will remain on site
and functional ti-atil all grading and final landscaping ofthe project is complete (15A NCAC 04B .0113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel
is prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to I vertical
or less steep (15A NCAC 04B .0124 (d)). Bank slopes maybe mowed, but stripping of vegetation is
considered new earth work and is subject to the same erosion control requirements as new ditches
(NCGS 113A-52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include our agency's Stormwater regulations and the Division of Water Resources' enforcement
requirements within Section 401 of the Clean Water Act, the U -S. Army Corps of Engineers'
jurisdiction of Section 404 of the Clean Water Act the Division of Coastal Managernent's CAMA
requirements, the Division of Solid Waste Management's landfill regulations, the Environmental
Protection Agency and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or Municipalities' ordinances, or others that may be required. This approval cannot supersede
any other permit or approval; however, in the case of a Cease and Desist Order from the Corps of
Engineers, that Order would only apply to wetland areas. All highland would still have to be in
compliance with the N.C. Sedimentation Pollution Control Act.
If any area on site falls within the jurisdiction. of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Resources
(DWR), the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of a relocation
of the measures in question to the transition point between the wetlands and the uplands to assure that
the migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the developer to inform
the Land Quality Section regional office so that an adequate contingency plan can be made to assure
sufficient erosion control remains on site_ Failure to do so will be considered a violation of this approval
(NCGS 113A -54.1(b))_

Letter of Approval with Modifications and performance Reservatios
Buster Development, LLC
January 3, 2019
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved
source. Any soil waste that leaves this site can be transported to a permitted mine or separately
permitted construction sites without additional permits under NCGS 74-49(7)(d). Disposal at any other
location would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 26.0 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan,
would also require a revised plan to verify the appropriateness of the erosion control measures and
stormwater retention measures (N CGS 113A-54.I(b)).
S. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum
of eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more
posts for support, i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart
(E&SC Planning & Design Manual 6.63, Rev. 6/06).
9. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the traps and basins and their collection systems be
installed before any other grading takes place on site, and that every structure that receives more than
one acre of drainage is built so that each dewaters only from the surface (NCG010000). If that proves
to be impractical, a revised plan must be submitted and approved that addresses erosion and sediment
control needs during the interim period until the traps and basins are fully functioning (113A-54.I(b)).
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress
from the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (113A -54.1(b)).
11. As a condition of the provided NPDES General Stormwater permit (NCGO10000), groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch banks) that are
steeper than 3 horizontal to 1 vertical left exposed will, within seven (7) calendar days after completion
of any phase of grading, be provided with groundcover. Slopes that are 3 horizontal to 1 vertical or
flatter will be provided with groundcover within fourteen (14) calendar days.
12. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible
parry shall assure inspections of the area covered by the approved plan after each phase of the plan has
been completed and after establishment of temporary ground cover in accordance with North Carolina
General Statute 113X -54.1(e).
13. In order to comply with the basic control objectives of the SPCA (15A NCAC 0413 .0106),
both exposed area and time of exposure should be limited. We recommend this project
be phased so that uncovered area is limited to a maximum of 20 acres at any given time.
As per North Carolina General Statute 113A-57{5), the land -disturbing activity shall be
conducted in accordance with the approved erosion and sedimentation control plan.

J\ I�
l CI -46
/ ' p 4 CI -45
EESTABLISH FLOW LINE �~
I 1 I
`GRADES OF ROADSIDE SWALE
ATO PROVIDE POSITIVE FLOW : -10HPwrji �
r`
v�r NCDOT PARALLEL � "- �
SEE SHEET C-4.0
w
(
END PIPE SECTION �� l
1 ' -� ..
- E /' �! S NCDO S_TL?._D_ETAII�4..._ ,�� °-�
- _
„
.... —»E fxlS�twc----
-37 - '� r _ l T _ -- -- - -- ...... • w 3 9 •. _ X _ _ _ _ h vo _ _ _�iP -
`� % �- --__
ESTABLISH -gip - DiTCHSC�hES _
✓. _ __ _---'
_.
_ - � �,._ _ DISH- SLOPS
P-ARALLEI _ _ _-_.�� - -
! 1
V
w
w
w
O w w j
w w w� `iiid' S �Cn I
t 1
j,
// _.....
7 VL`u _
-
_. -
�_� _ 7 -gym
FM—
END_PPI?E SECTION
- - _ \ >
/ �R 0VE--EXiSTIfdC_ SEE NC STD DETAIL 310.02 _ �- �_ - - 4 _._ _ _ - _ __ _ - .� j -_
18 CM N.D -REESTA$ SH--- _ _ =. �_ _ -- -- - t 7 ti I
DPTUM SLOPES U S [ WY - s / 1 I �
OCEAN VIEW HIGHWAY
- - - — -- -" - _ - -
i
f_ _ _ _ -
GAS
I / J"�''"" f .,_-._..__ {2 .— w7. ..._VAS.. .....�X,.�i.��.--.._ F1 �.--�..�'_' {.�_v'�J_ .. :"_T C.r ti CJ 2`f.>:—'•-� '—i}5i' ".? %i`�J ._..__."-- r`-.:1 is /�`J i,s. c'? '''C� '"` l^ i.,5'".�."�'— �:.;�/.,a`a-=-�..—_" �?1. �J'^= ,3!S,J "-;, .._"__7�. 7 - �yA
Revision
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
OCTOBER, 2018
Checked By
Job No,
MNH
(ft)
(in)
M
(ft)
(ft)
0-1
ly�f
P-47
23
18
0.49
33.30
END_PPI?E SECTION
- - _ \ >
/ �R 0VE--EXiSTIfdC_ SEE NC STD DETAIL 310.02 _ �- �_ - - 4 _._ _ _ - _ __ _ - .� j -_
18 CM N.D -REESTA$ SH--- _ _ =. �_ _ -- -- - t 7 ti I
DPTUM SLOPES U S [ WY - s / 1 I �
OCEAN VIEW HIGHWAY
- - - — -- -" - _ - -
i
f_ _ _ _ -
GAS
I / J"�''"" f .,_-._..__ {2 .— w7. ..._VAS.. .....�X,.�i.��.--.._ F1 �.--�..�'_' {.�_v'�J_ .. :"_T C.r ti CJ 2`f.>:—'•-� '—i}5i' ".? %i`�J ._..__."-- r`-.:1 is /�`J i,s. c'? '''C� '"` l^ i.,5'".�."�'— �:.;�/.,a`a-=-�..—_" �?1. �J'^= ,3!S,J "-;, .._"__7�. 7 - �yA
Revision
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
OCTOBER, 2018
Checked By
Job No,
MNH
(ft)
BRUNSWICK COUNTY
LELAND COMMERCIAL
NORTH CAROLiNAJ
GRAPHIC SCALE Line ID
Line Length
Pipe Size
Pipe Slope
Inv Elev Dn
Inv ElevUp
Grnd/Rim Dn
Grnd/Rim Up
I o zs so too
(ft)
(in)
M
(ft)
(ft)
(ft)
(ft)
P-47
23
18
0.49
33.30
33.41
37.28
37.28
1 inch = 50 ft. P-63
106
15
0.30
29.93
30.25
35.31
37.55
P-68
130
24
1.08
32.40
33.80
N/A
N/A
P-69
42
18
0.48
36.00
36.20
N/A
N/A
BUSTER DEVELOPMENT, LLC
214 QUILON CIRCLE
WILMINGTON, NC 28412
NOTE: CULVERT P-69 TO BE RCP CL
Line ID Inv ElevUp Grnd/Rim Up
(ft)
(ft)
CI -45 33.30
37.28
CI -46 33.41
37.28
Ci -62 30.25
37.55
Cl- CURB INLET
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
GRADING & DRAINAGE PLAN
Sheet No.
C-4.1

Ln
LU
N o $Nem Io �� ^moa.-+ .+ N N m N N a .+ N e o N o a o p e m o o T m ry T n m^ .+ m %< U I <\ - o O
y ep m o �� I ZczL � Z
\«^ •+ N m ry CO ry m m ry N a Q ry ry g' $ g I$ Q ry rv$ ry n n N ug N i�i m .r fO1 N 1f1 m r 91 `�' rv$ N �i ry n r o Q, $ H o m M m$ N — v (�
I— m m m m m m m m m m m m m m m m m m p m m m m m m v m m m m m m m m m m m m m m m m m m m m m m m m m m F 0 (n l =J
u UjW mZ / �nfaQ NNXJ
WWJz �� ��d N
^�^mo OZZO
m _ U
p� o m N N N o n y m m M 11pp o N n m p� n N p� m M n m N r ry .+ � m o N a .+ m .a m m N m n d O
(I, N O N N O g g m$ m m b. a d m N m e ei Q e4 ,!, O M 1� M /� O e9 e h N N ei N m m N N r N^ H N m = O _
> 'Y IYI M Q Q y Yl Y1 Jl mi m 1.1 M m m m m O1 O G m � .ti ei m ,V AI n N gi m ri m m .-1 m fV lV fV fV 14 N N m N m 6 m m V N m m A O N ei V m 'I m •ti Z m O Z
�'1 mp Z
p o pp pp _.
N N N N N N N N N N T M N m fYl (/1 M M T N m M T M T M M M M N N N M m M M m M M m M M T M m m T M N M mm N Nm M T M N M M T Q� O Z
�/• 5 g f QNmnmmo.mm- Nlonmmyy,/� r�—u S c G u u u u u u u u�u u�1 g uuf Vui �un uul ,un u 4up u t0 �UU pO—I m! �O -01- U)
d 22- m m m m
uuuuuuu26Mvuo 5 uu u u u u u u uuSuu w /
k
\
i W U \ 7
Sp AIp mpp pp AIp pp q y N p p o p w ,/ p p p p o p O m m m p pp1, m ALLI
/ C w n R Vrl f0 01 N N aD sT N N N 1^n M R R Q Q N N O O O l0 Q N_ N tp N_ H r N ,l1 N Of T ON1 N YI N (A N V1 W N N m R R O, O1 Q H S Q O Im M m N O N¢¢¢ Q¢ m R$ .Z/
U1 V1 ^ ^ n n N p Vl n ^ ^ IO y N N p V IG tC 1� n Ih h n ^ V1 n n h Vf V\ ,A h Vl n n Z
rYi m m m m m
mm lqi m m m m m m l� lgi rYl I�i 11"i T m m m m m m m m m 1Vi m m r11 1�i m m m m m m m m m m m m m m m m m m m m m lgi T m m m M m m z z z z `,Pi m j W"
Q.00 LIS
It \
0 2 I �\CL
E ¢n�lril t$mnvoi`$�¢uoi¢onmom.-,rvmM$'g'�$�N$c�Q H QQoc� t NNQ�aQoommi��i oqi �ir8'i�QH�M`$mHmerv¢¢¢¢¢¢¢ w
K .L" \ \ \ N T m v N 1<<� VVQ N NR N N N N N N m m m N N N N ,Il m N O m m ^ N m\\\\\\\ H Q
m Z vi vi m n m m Z m Z -M ,� ui M g M m 111 m m m m IC ri b t0 m m � ui vi � vi ui ,� � tti ,C tG ,� ri ,� n n 1� L6 ui ui ,o ,� N n vt' � ui vi ,� vi vi V I� 2 z 2 z z 2 Z m N 111-
E � /
V m m T M m M M M M M IYf m T M t•1 m m M m m m m M m M m m m M m M T m M m m m t,f m M m m M ,YI m
V i N O
a d Q W -i v1
m NN ,11 n NR m,•1 R H YI H N (IVnMROfN 8 Nm m OO A Q[lpM OO n Q enIMNH-! ei
-i r4NNmm M m m m M T N m A Nqpm AN pMryNNN N N 0 N oppNpppppm mNpYepN
ce
uj I> Go W W N �I, I -
c m ^ dJ(D LUW� /. /
o 1
-��_ «H$m.1O-,� umi g�nl�i$$$ mon LO$10 Imi1 gi V u`;m $ vmim$,$•a ^.^ $ n o.+mrvm m o ti oQ o.m. m a nNoo y Nam p o p o e No.. _
m m N H R1 T (YI H N m ei T N e9 N m S m ,� m 0 N H LO Q H^ .-1 N N M O a Z
W W m M M Q Q e VI YI ,ri IG N NI tp pf 0 0 0 O ['S p{ pj O R C O e•1 e1 lV N n h m O 'I .-I ry ei e1 fV fV (V N m fV tV fV IVI (V N p� N N Q p, p1 p o 'I gp m p Q O y O Q
N N N ry N N N N N r M M N IV m M T (,1 ISf N N M m M M m M M N N N M M M f,1 M M M m M M M T M m T M M N m m 111 N N T IYI (,1 M M N N M (YI N N T m mi
N IYf T I IL t� W O a 0
U '
a0nF MO ft _ _ Sr /
—rt-- — -4e-
LJ
4e w�
fie_O(Ox 0W rnoV) w
CL
u�191mmm oo "°° o ^ e4N..000 om oM.-Iommm.+.+oo Nm.+mmr No m.�.�mNomrv.+mNomvm�,'Onnmlg. I LJ O
NyZ lonmmmi.-1msi 1gm14mmHSmmmmMTmma1'�Ii13iNNmmaQQNmmNaeNQeo HNN9iNmmaoNQom J Y
O�a 000cc ooco.:.-i0000co.-i.:oocc00000000000000000co.+oo oo.: .. o oo o o o o.r o 6Aooci-i :000.:o aF �2 � �
a Q00 W� 000
i� VZ� 7
N Z a- Z
p y ia= �a Y
a V V a a V m m m (f1 1011 'I eN•, N N n emi rl eN1 p o Q Q a Q Q m N Vf m �/1 N N N N ,/� m m y1 N N N 1/� Q Q m m N N e e e N (p m m 1/� N N N m N N ,I��11 m {p a 0= W l
f11 M N N N N N r1 ei .-1 N rl ei N �-, ei eq ei rl .i e -I ei 'I ei N N eY N .-1 e1 N N N e4 .i ei ei ei '1 ei N ei 'i ei el e N N em1 N 111 em4 m O ~ O W W vJ \
a HU~� JU 0Cr LLJ CE 0QW
>V)>tn Wma Z /
1y �p Q1 fp y1 1� 1y 1p 1Y1 111 1y1 1Y1 p 1y y1 1Y1 y1 p� m 111 y1 1Y1 fy 111 111 111 1v1 1Y1 1Y1 p (y �p J 0 Z 0 0 \ `�
S' m O A^1 Im11 N �y N Y1 W OJ V1 N Q N feV N N a (y M N M m m N m „n„ (^II 1^11 e N tO 19 R N N Q g N N 111 N m N N m N N {O Q„ N W ;,i Q Q e Q R� W U W Z /// / // "\ ! I // _– <
Gj
C 6 m m p m 6 6 m 6 O~~~~ "'� R N N N N N N N N N to M T M A m 111 1^11 IYr (mil O e N M N. r m p N ry N 1� m e1 ly 111 O 9
Q a "� ee° Q e N N T N N N N 1`4 N IO In e m m `I$ m ffi m R^ ,� ^ Z, / , IT1
do.i dddi d.dd d.dii iidddddii CL CL CL .diddrLad didd did did m L CLdiCL CL CL CL aL& cL , N I N
1 i �
I i ��co
�
A._j LU
Ito of)
SL I 1 Owcez
/ 0 S Os -d s }ZZU
lessee
WU�Z
/ j �� J � U _
/ � / �� + // o � w L
"t0 - %c U 1� t0 _jI
110 It I CL
Nn so LO
l - / / / a• ' \ -
/ "Wl eey
rn�_\ 9�d i i UA
ILDM
/ 7 rt1 i i
*I'd
• i+S _
/ : Y Odder •.• / / = td i\�\
/ / �e•ee ��e•••• -�� 11��jf11'�A\lf/'
nenepe••• i � I �/ .. M 111'',1 � \i \i\U �� ,n \ i \ i i i / i
i .
�ii iii �ii J w
i i �i -�
I � � � � IINl�glll •� i •1
CO
/• I.
6
� / l I � ' __ �_ �_ \ � \ i eT " / • l ' J J \ \ � I (I4I\\ � -- ///,y/y, i i i1 i i i i i
6C -_d 1A
\ 2
Q
00.
— —
— 0--/
cn
cr
wo
I
fn F W Z, Z—
co
tot
/
I—UN
==J
i r: U Z
i } �.{.. CL Z
I i i (i i i VI O O Z
W -I O
i i L.LJ w a V
• i i i !
LU0 Z
i P
W CN
V) F-
D
LLJm
J.
Z
O
ly
LO
ce
O
z
LLJ ,X
LLI
CL 0
W W V�. a0= / i i i� \PP -3'
�X0� U i / /
—ZI, Z.O W � U_ \ / i iii// / / / �� �� __ '.
,-:D W — — (A i-
_�i m m d 7 �n — •p p M cpmw
- U
F-Q(nkOJ3LL
OZ U
rt�0-0 0 IX
00
m
ss
0 0-
�N I 11 I
U.
pp n i I
_ cc
i
�I1p+
/ I
0 Ii CLs. - ��. I $ l
ii
+ s
�IAII
t N
W a
.1
c
N
rn
d
■
y
+
1 �
i I Ij
\ N
.� _.O - \ N - - -
I OD 1OD
'\
M \
i\ '..
i i i `' r !N 'd
/ \
i ��i'ii i��i`3 �i� i iil i i •"iii i ii aP ii i �N r---, �$
\ C14- /
! I \\ \L
1
---------'j'---------- ---------
04 1
-3
ce
LUO
C)
LUJ
J
F-
O
Y
V)
D
m
Z
=
N
rn
d
W
W
y O
��
Z
2
x
x
x
y
m
m
>
T
m
V
Y
d
❑
u❑
V
Mo©

. •
per 0 ��tl
ROY COOPER
- -
Govemar
�a°"
MICHAEL S. REGAN
5enaary
WILLIAM E. (TOBY) VINSON,JR.
NORTH CAROLINA
Nrertmnlrec r
Envlrnnmental Quality
December 19, 2018
Buster Development, LLC
Atm: Steven Shuttleworth, Member
214 Quilon Court
Wilmington, NC 28412
Subject: State Stormwater Permit No. SW8181112
Leland Commercial
High Density Subdivision Project
Brunswick County
Dear Mr. Shuttleworth:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for the subject project on December 19, 2018. Staff review of the plans and specifications has determined
that the project, as proposed, complies with the Stormwater Regulations set forth in Title I SA NCAC
2H.1000 amended on January 1, 2017 (2017 Rules). We are hereby forwarding Permit No. SW8 181112
dated December 19, 2018, for the construction of the stonnwater control measures (SCMS) and bmjlt-upon
areas (BUA) associated with the subject project.
This permit shall be effective from the date of issuance until December 19, 2026 and shall be subject to
the conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required. Failure to comply with these requirements will result in future compliance problems.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this
permit and is herein incorporated by reference.
Please note that this permit is not transferable except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing 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 GAD within thirty (30) days of receipt of this permit. You should contact the OAH
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.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Christine Hall in the Wilmington
Regional Office, at [phone] or christine.hall&cdem.gov.
Sincerely,
. Danny Smith, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: AttachmentA—Designer's Certification Form
Attachment B —Built -Upon Area Allocation
GDS/cash: \\\Stormwata\Permits&Projects\2018\181112 HD@01812permit 181112
cc. Mark Hargrove, Port City Consulting Engineers
Brunswick County Engineering
NCDOT District Engineer
Wilmington Regional Office Stormwater File
[1'—�r� North CaroAnanepartmentofEmGmmenml Qualfty l nwalanof Euer,,Koeralandl-aMResources
LLL!ll���r Wilmington Rcglonal Ofnce 11276rdi.l Dm. Exe-I.I Wlmingmn N—M Caoolmn 28405
ame
91o.796M5

State Stormwater Management
Permit No SW8 181112
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Buster Development, LLC
Leland Commercial
8031 Ocean Highway E, Leland, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds ("stormwater control
measures" or "SCMs") as outlined in the application, approved stormwater management plans,
supplement(s), specifications, and other supporting data (the "approved plans and specifications") as
attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLIR). The approved plans and specifications are incorporated by reference and are
enforceable part of this permit.
This permit shall be effective from the date of issuance until December 19, 2026 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Directorfrom reopening, and modifying the permit, revoking and reissuing the permit, or
terminating the permit for rause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H_1000 and NCGS 143-215.1 et.al.
1. APPLICABILITY_ This permit is effective only with respect to the management and volume of
stormwater described in the approved plans and specifications.
2. APPROVED PLANS AND SPECIFICATIONS. The project shall be constructed, operated and
maintained in accordance with the approved plans and specifications. Approved plans,
application, supplements, calculations, operation and maintenance agreement, proposed and/or
recorded deed restrictions and protective covenants, and specifications for this project are
incorporated by reference and are enforceable parts of the permit. A copy of this permit,
approved plans, application, supplementsoperation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at all times.
3. BUILT -UPON AREA (BUA) REQUIREMENTS. The following requirements pertain to the BUA
on this project:
a. PROJECT BUA LIMITS. The maximum amount of BUA allowed for the entire project is
566,605 square feet.
b. RUNOFF FROM BUA. The runoff from all BUA within the permitted drainage area(s) of this
project must be directed into the permitted SCM(s).
Page 1 of 6

State Stormwater Management
Permit No. SW8181112
SCM BUA LIMITS. The SCMs labeled Pond 1 and Pond 2 have been designed using the
runoff treatment method to handle the runoff from 503,255 and 63,350 square feet of BUA,
respectively, within the delineated drainage areas. This permit does not provide any
allocation of BUA forfuture development within the delineated drainage areas. This permit
approves 10.000 square feet of BUA associated with the turnlanes required by NCDOT to
access the site but was not able to be collected and treated in an SCM since they are in the
right-of-way, which bypasses the collection system. However, Pond 1 has been oversized to
offset the amount of untreated runoff.
d. BUA FOR INDIVIDUAL LOTS. Each of the 5 outparcel lots are limited to a maximum
amount of BUA as indicated in Attachment B of this permit and as indicated in the approved
plans and specifications. The maximum BUA assigned to each lot via this permit and
the recorded deed restrictions and protective covenants may not be increased or
decreased by either the individual lot owner or the permittee unless and until the
permittee notifies the Division and obtains written approval from the Division.
4. OFFSITE LOT REQUIREMENTS. Each non-residential lot whose ownership is not retained by
the permittee shall submit a separate off-site Stormwater permit application to the Division and
receive approval prior to construction. Prior to the discharge of stormwater runoff from any lot
into the approved stormwater system, the permittee shall ensure that the owner of the non-
residential lot has obtained the separate off-site stormwater management permit.
5. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
a. SCM DESIGN. The SCMs are permitted based on the design criteria presented in the
sealed, signed and dated supplements and as shown in the approved plans and
specifications. These SCMs must be provided and maintained at the design condition.
b_ SCM DISCHARGE. The peak flow from the 10 -year storm event shall not cause erosion
downslope of the stormwater outlet discharge point.
c. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
d. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
e. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
6. VEGETATED SETBACKS. A 50 -foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
Page 2 of 6

Slate Stormwater Management
Permit No. SW8 181112
RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or groups of lots:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights-of-way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats must reference the operation and maintenance
agreement and must also show all public rights-of-way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following, statements related to
stormwater management:
i. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 181112, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 021-1.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stonnwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
v. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) per lot is as shown in Attachment B. This
allotted amount includes any BUA constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the
pavement not shown on the approved plans. BUA has the same meaning as G.S.
143-214.7, as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
ix. A 50 -foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
X Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement procedures as set forth in NCGS 143., Article 21.
A. Each non-residential lot within the subdivision whose ownership is not retained by
the permittee, must apply for and receive a separate offsite stormwater
management permit from the Division prior to construction.
e. DEEDS FOR INDIVIDUAL LOTS. The permittee shall record deed restrictions and
protective covenants prior to the issuance of a certificate of occupancy to ensure the permit
conditions and the approved plans and specifications are maintained in perpetuity.
Page 3 of 6

Slate Stormwater Management
Permit No. SW8 181112
8. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
a. SCM OPERATIONAL PRIOR TO DEVELOPMENT. During construction, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the device is converted to
a SCM, the permittee shall provide and perform the operation and maintenance as outlined
in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration, a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
9. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below:
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
J. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement within the common areas for BUA credit that
was not included in the approved plans and specifications. The request must include a
proposed amendment to the deed restrictions and protective covenants for the subdivision.
g. The construction of any #57 stone area, public trails, or landscaping material to be
considered a permeable surface that were not included in the approved plans and
specifications.
h. Other modifications as determined by the Director.
10. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions.
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
in. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
Page 4 of 6

State Stormwater Management
Permit No. SW8 161112
11. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on-site stormwater system function at the approved
design condition. The approved operation and maintenance agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on-
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction,
b. MAINTENANCE RECORDS. 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
12. PERMIT RENEWAL. A permit renewal request must be submitted 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 as outlined in Title 15A NCAC 02H.1045(3).
13. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
14. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a- TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(2) and must
be submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property, area in whole or in part,
except in the case of an individual residential lot sale that is made subject to the
recorded deed restrictions and protective covenants;
ii. The assignment of declarant rights to another individual or entity;
iii. The sale or conveyance of the common areas to a Homeowner s or Property
Owner's Association, subject to the requirements of NCGS 143-2147(c2);
iv. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and (8),
V, Bankruptcy;
vi. Foreclosure, subject to the requirements of Session Law 2013-121,
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
Page 5 of 6

Slate Stormwater Management
Permit No. SW8 181112
15. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot and for the entire
project does not exceed the maximum amount allowed by this permit. The permittee shall
review all individual lot plans for new construction and all subsequent modifications and
additions for compliance. The plans reviewed must include all proposed BUA, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed BUA limit has been exceeded or where modifications are proposed to the grading
and/or to the stormwater collection system and/or to the vegetated conveyance unless and
until a permit modification has been approved by the Division. The permittee shall review
and routinely monitor the project and each lot to ensure continued compliance with the
conditions of the permit; the approved plans and specifications, and the recorded deed
restrictions and protective covenants. The permittee shall notify any lot owner that is found
to be in noncompliance with the conditions of this permit in writing, and shall require timely
resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC to conduct individual lot reviews. However, any approval given by
the ARB or ARC on behalf of the permittee does not relieve the permittee of the
responsibility to maintain compliance with the conditions of the permit and the approved
plans and specifications.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the changes have
been made.
f OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required in
order for this development to take place, as required by any statutes; rules, regulations. or
ordinances, which are imposed by any other Local, State or Federal government agency
having jurisdiction. Any activities undertaken at this site that cause a water quality violation
or undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 19'" day of December 2018.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
� XDanny Srilith. Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 181112
Page 6 of 6

State Stormwater Management
Permit No. SW8 181112
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific forthis project:
• As -Built Permittee Certification
• As -Built Designers Certification General MDC
• As -Built Designers Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section orphase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 181112
AS-BLILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in,CAC 02H.1042(4) and the
terms; conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
BCheck here if this is a partial certification. Section/phase/SCM k?
Check here if this is par[ of a Fast Track As -built Package Submittal.
Printed
County of
personally appeared before me this
:rotary Public in the State of
do hereby certify that
day of 20
and acknowledge the due execution of this as -built unification. (SEAL)
Witness my hand and official seal
My commission
!
Permittee's Certification NCAC .1042(4)
Completed/N/A
Provided
A. DEED RESTRICTIONS /
BEA RECORDS
1. The deed restrictions and protective covenants have been recorded and
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
Y or N
2. A copy of the recorded deed restrictions and protective covenants has been
provided to the Division.
y or N
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
B. MAINTENANCE ACCESS -
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right -of --way.
Y or N
C. EASEMENTS -
1. The SCMs and thecomponents of the runoff collection /conveyance system
are located in recorded nage easements.
y or N
. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FAMILY RESII)ENTLALL LOTS - Plats. for residential lots that
IY
have an SCM include the following:-.
or . N
I
L The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
21 if the SCM is removed, relocated or altered without prior approval.
Y or
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and appears in
the chain of title.
y or N
F. OPERATION AND MAINTENANCE PLAN— maintenance records are
beingkept in a known set location for each SCM and are available for review.
y or N
G. DESIGNER'S CERTIFICATION FORM—has been provided to the
Division.
y or N
Notel- Acceptable records include ARC approvals, as -built surveys, and county tax records
Page 1 of 6

State Stormwater Management
Permit No. SW8 181112
Provide an explanation for every requirement that was not met, and for every"N/A" below. Attach
additional sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8181112
AS-BLTLT DESIGN'ER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General MDC found in NCAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -
BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM N?
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
NC Registration
SEAL:
Consultant's Mailing Address:
City/State/ZIP.
Phone Number
Consultant's Email address:
T Circle N if the as -built value differs from the Plan. If N. is circled, provide an explanation on Page 2.
©N/E = not evaluated (provide explanation on page 2) ®N/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC .1050
OAs-built
Q1111/E
®N!A
A. TREATMENT RE UMEMENTS
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed.
Y or N
4. Runoff from offsite areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potential.
S. The project controls runoff throughan offsite permitted SCM
Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria.
Y or Nr
B. VEGETATEDSETBACKS/BUA
1. The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
waters or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
.
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
Page 3 of 6

State Stormwater Management
Permit No. SW8 181112
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6
(DAs -built
I ON/E
FTNIA
C.
STORMWATER OUTLETS — the outlet'handles the peak flow
from the 10 year storm with no downslope erosion.
y or N
D.
VARIATIONS
!
1. A variation (alternative) from the storrowater rule provisions
I Y
has been implemented.
or N
2. The variation provides equal or better stormwater control and
I
equal or better protection of surface waters.
y or N'�
E.
COMPLIANCE WITH OTHER REGULATORY -
PROGRAMS has been met.
y or
F.
SIZING -the volume of the SCM takes the runoff from all
-
surfaces into account and is sufficient to handle the required storm
Y or N
depth.
G.
CONTAMINATED SOILS — infiltrating SCM's are not located
Y or N
in or on areas with contaminated soils.
H.
SIDE SLOPES
1. Vegetated side slopes are no steeper
than 3H:1 V.
Y or N
I
2. Side slopes include retaining walls, gabion walls, or other
1 y or 1
surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
su ortin documents for soils and vegetation).
L
EROSION PROTECTION
L The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope ofthe discharge
Y or N
point during the peak flow from the 10 year storm.
J.
EXCESS FLOWS—An overflow/bypass
has-been provided.
Y or N
K.
DEWATERING — A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection.
L.
CLEANOUT AFTER CONSTRUCTION —the SCM has been
Y or N
cleaned out and converted to its approved design state.
M.
MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair
Y or N
2. The access does not include lateral or incline slopes >3 1.
Y or N j
N.
DESIGNER QUALIFICATIONS. (FAST-TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 8913;. or 89F of
!
Y or N
the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

Stale Stormwater Management
Permit No. SW8 181112
AS-BLILT DESIGNER'S CERTIFICATIO'S FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 021.1053, in accordance with the permit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such
that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM k.'?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
NC
SEAL:
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
OO Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
ON/E = not evaluated (provide explanation on page 2) ©N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification (MDC .1053)
COAs -built
ON/E
®N/A
A. Forebay /Depths / Fountain
1. The available Sediment storage is consistent with the approved
plan and is a minimum of 6 in,
Y or N
2. Water flow over the forebay berm into the main pond occurs at a
non-erosive velocity.
y or N
3. The provided Forebay Volume is 15%-20% of the main pool
volume.
y or N
4. The Forebay entrance elevation is deeper than the exit elevation
into the pond.
y or N
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted value?
Y or N
6. Fountain documentation is provided.
Y or N
B. Side slopes / Banks / Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the approved
tans and is a minimum of 6 feet.
y or N
2. The slope of the Vegetated Shelf is consistent with the approved
y N
plans and is no Meper than 6:1.
or
C. As -built Main Pool l Areas/Volumes/Elevations
1. The permanent pool surface area provided is consistent with the
y N
ermttted value.
or
2. The Temporary Pool Volume provided is consistent with the
Permitted value.
y Or Ar
3. The permanent pool elevation is consistent with the permitted
value.
y or N
4. The temporary pool elevation is consistent with the permitted 1
value, i Y or N
Page 5 of 6

State Stormwater Management
Permit No. SWB 181112
Provide an explanation for every MDC that was not met, and for every item marked VA" or "N/E"
below. Attach additional pages as needed
Page 6 of 6
-
DAs-builtJN/E OO NT71
D. Inlets / Outlet / Drawdow
1.
The design volume draws down in 2-5 da s.Y
or
F
2.
The size of the Orifice is consistent with the permitted value.
Y
or
N
3.
A trash rack is provided on the outlet structure.
Y
or
N
!
4.
Hydrologic impacts to the receiving channel are minimized from
the I yr 24 hr storm discharge?
Y
or
N
5.
The inlets and the outlet location are situated per the approved -
plan and avoid short-circuiting.
Y
or�—J_
E. Vegetation
I
1.
The vegetated shelf has been planted with a minimum of 3
diverse species.
y
or
2.
The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 at or no less than 24
inches on center.
Y
or
N
Provide an explanation for every MDC that was not met, and for every item marked VA" or "N/E"
below. Attach additional pages as needed
Page 6 of 6

Attachment B - BUA Lot Allocations
Leland Commercial
Master Permit No. 5 W 8 181112
Lot # from
Master PermR
Drains to Offsde Permit No. Date Issued Offsite Project Name
Pond#
Allocated Proposed
BUA I BUA
1
43,098
2
39, 094
3
57762
4
21 530
5
75 221
Total
236,705

DEMLR USE ONLY
Date Received
Fee Paid
PemdtNumber
I .it 16d'7 2
1 S' $ ]
Applicable Ift`tles: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑Non -Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
00therWQMgmtPlarr
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This Dorm may be photocopied far use as an original
1. 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):
City: Leland County: Brunswick County Zip: 28451
3. Directions to project (from ncazest major in+ersection):
Proceed south on US HWY 17 from Leland. Go over railroad tracks past Brunswick Forest. Site is on the
4. Latitude:34° 11' 55" N Longitude:78" 03'46" W of the main entrance to the project.
w=�RB 1:S I a Q101) N&A /LFISiRI
1. a. Specify whether project is (check one): NNeve ❑Modification ❑ Renewal w/ Modificationt
tRzoewals with maGfi tions also requires SWU-202- Renewal Applutawn Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed' ❑ Completed` 'prooide a designer's certification
2. Specify the type of project (check one):
❑Low Density NI-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
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, and the previous name of the project, if different than currently
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-577-6236748):
❑CAMA Major ®Sedimentation/Erosion Controh 26.0 ac of Disturbed Area
❑NPDES Industrial stormwater ®404/401 Permit Proposed Impacts 0.295 ac
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the tvue of each nemdt:
5. Is the project located within 5 miles of a public airport? ONO Myra
If ycs, sec S.L. 2012-200, Part VL r,, �, p. tat.ncdenr.orE!wet+AelauleS-and-reeela=ons
Form S WU-101 Version Oct.31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Offidal's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proied):
Applicant/Organization: Buster Development LLC
Signing Official & Title: Steven Shuttleworth - Member
b. Contact information for person listed in item la above:
Street Address:214 "on Court
City: Wilmington State: NC Zip:28412
Mailing Address (if applicable):
Phone: (719 ) 499-1373 Fax:
Email: swve®steveshuttlewonh.com
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. (Tiffs 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:
Mailing Address (if applicable):
Phone:
Fax
Zip:
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:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
Phone:
Fax:
4. Local jurisdiction for building permits: Brunswick County
point of Contact Phare #:
Fmm SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Storm Water will be treated by two wet detention ponds
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 r-1 Ph II- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 28.97 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': 28.97 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 Normal_H��igg��h Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHlN line. The resultant yp'ect area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (orMHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 44.9 %
9. How many drainage us" does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property 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
Dramage Area 1
Drainage Area 2 Drainage Area _ Dramage Area _
Receiving Stream Name
Morgan Branch
Morgan Branch
Stream Class .
C; Sw
Q Sw
Stream Index Number"
18-81-7
18-81-7
Total Drainage Area (at)
771,736
90,626
On-site Drainage Area (so
771,736
90,626
Off-site Drainage Area (sf)
0
0
Proposed Impervious Area' (at)
503,255
63,350
% Impervious Area" total
65.21
1 69.90
Impervious* Surface Area
Drainage Area 1
Drainage Area 2 Drainage Area Drains Area
On-site Buildings/Lots (sf)
115,000
35,500
Onsite Streets (at)
102,000
15,200
Onsite Parking (st)
37,500
12,650
On-site Sidewalks (
200
Other on-site (sf)
11,850
Future (so
2361705
Offsite (sf)
3
Existing BUA*— (sf)
Total (sf):
503,255
63,350 ---'--'- -
' Stream Class and Index Number can be determined at: 7;
" Imyyervious area is defined as the built upon are¢ including, but not limited to, buildings, roads, parsingareas,
sidewaC 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.
Form SWU-]01 Version Oct.31,2013 Page 3 of

11. How was the off-site impervious area listed above determined? Provide documentation.
Protects in Union County Coxtacl DEMLR Central Oflice.slaff to cheek f the project is located within a Th+entened &
£nJm+yeredS'pecies xNarshcd that may he sxrbject to more sningent s'tortnvvate+'regntrementr qs per hd NG1G' 93B.flh!lh-
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwau r management permit supplement and operation and maintenance (O&M) farms
must be submitted for each BMP specified for this project. The latest versioiv of the forms ranbe downloaded
from
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 alt of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
The complete application package should be
submitted to the appropriate DEMLR vFfice. (The appropnl,tc effice may be found by locating project on the
interactive online map at.
Please indicate that the following required informa8gn have been3rovided by inifia(ine in the space provided
for each item. All original docmnenLs MUST he signed and initialed in blue ink. Download the latest
versions
for each submitted application package from-
__
Inaralz..
1, Original and one copy of the Stormwater Management Permit ApplicationFo*m.
'q
3. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
/,'it
Font. fff regnired as per parr V11 behav)
3. O+iShalofthe applicable SupplementForm(s) sealed siwvnedanddated]andO&M
1✓iit%✓
agreements) for each BMP.
4. Permit app73utinn processing fee of $505 payable to NCD ENR. (Fen an Express review, refer to
;

p. Vegetated buffers {where required).
9- Copy of any applicable soiIsreport with the associated SAWT elevatioran (Please identity lur
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and bor`mg logs. include an 85"x11" copy of the NHCS County Soils map with the
project area dearly delineated. For projects with itlfilttation 5MPs, the report should also
include the soil tape, expected infiltration rate, and the method of determining the infiltration rate,
(Infiltration Devices submitted to WiRO: Schedule a site reit for DEMLR to varifif1xSHWTynrr
to s dnrrdtaL [phone].) 4121 123-124
10. Acop),ofthe mostcorrect property deed. Deed book: 4116 PageNo: 847-865 d➢3J#.'
11. For corporations and limited liability corporations (LLC): Provide documentation horn the \C owd
Secretary of State or other official documentation, which support= the titles and positions held
by the persons listed in Contact Information, item ] a, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must bo bsted as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http //­www.secretaa,state,nc.us/Corp-qrationsZ(DSearch--aspx
VIL 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 env lot. If lot sizes vary mgnifipntiy or tilt proposed
SUA allocations vary, a table listing each lot numbcg 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
flownload the latest versions for each submittal.
In the instances ivhere the applicant is different than the property owns, itis the responsibility ref the property
.,,,,at 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 signatures) below, the permit hojder(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 farms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will ran 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.
V11L CONSULTANT INFORMATION ANP 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 es
addressing requests for additional information).
Consulting Engineer: Malk N. }jar rove, PE
ConsultmgFirm: Port Cin, Consulting Engineers, PLLC
Mailing Address 6216 Stvnehridu Road
City: Wilmin ton State: INC ]"Zip: 28409
Phone: (910 ) 599-1744 Fan ' c ( O (C- 1 i LL — I d 3
Email mlwreroveCrec.rccom
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
-than)
1, (print on, type name a1 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'persmm
listed in Contact Irtfomration, item la) with (print or type name aforganitntlon listed in
Contact information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the substrates], which indicates the
party responsible for the operation and maintenance of the st nrovater system.
Form SWU-10I Version Oct. 3l, 2013 PaSc 5 of 6

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 Nacre/Owrrership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a tion of NC General Statue 143-215.1 and may result inappropriate enforcement
action including d s yea of dnil penalties of up to $25,000 per day, pursuant to NCGS
143-215.6.
Signature.
Date:�
'Z%
I, /V 1 /1/A, /r 1 O-vr h . a Notary Public for the State of . County of
MPJ W ✓ . do here.rby certify that 5140P40P 5�1� 1 K V }L + 1 OMO' personally appeared
before me thi�,2day of A/atf 2JDA, and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL �NYU.IA MANN
NOTARYPUBUC
NEW NA.NOVER COUNT, NC
MY Comrmss^r. spires Dt:cember 20, 202D
My coamtission expires Oc
X APPLICANTS CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Steven Shuftleuwrth -Member
certify that the information included on this permit application foray 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 becorded, and that the proposed project complies with the requirements of the
applicable storm t r �`15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: / Date: /� 2-
I, a Notary Public for the State of Al d County of
do her.//eby certify that S✓L ✓1 �hi Wle Lal o r44- personally appeared
before me this 21day of Ay0 0612-, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
NYLLIA MANN
SEAL NOTARY PUBLIC
NEW NANOVER COUNTY NC
My COmmi�abn Expires Decembe 20, 2020
My commussion expires /Z —7.0- Z -O
Form S WU-101 Version OCL 31, 2013 Page 6 of 6

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Steven Shuttleworth , acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot within the project
known as Leland Commercial
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number . vti1 � E9 , as issued by the Division o1 Energy, Mineral
and Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum built -upon area per tot, in square feet, is as listed below.
Lot # BUA
1 43,098 sf
2 39,094 sf
3 57,762 sf
4 21,530 sf
5 75,221 sf
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right -of --way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
9. The project and each lot will maintain a 30•• foot wide vegetated buffer between all impervious
areas and surface waters.
"50 foot for projects located in the 20 coastal counties.
Forth DRPC-1 Rev.2 05Nov2009 Page 1 of 2

I, /(/ /// C{, 10,2nm // , a Notary Public in the
State of r" _ . County of /vow 14rry.o ✓G
do hereby certify that 6 b( -t Sh /y /) /e nt,eAt-_ personally appeared
before me this the 2.7 day of AAD L( , 20_ZIL, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
�//// SEAL
S'g�/� 24'; g 41 4---
My Commission expires / 7, 7 O -'LO
E
L4 MAY PUBLIC RSD cem�eN20,402�p
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

75
.,
k
)\
�
k,|
_
{\\)\!
!f■&/
�
..
wl
!!
!|£7
■k
,
�l212®��l�
\
)[
§
f
§
]
.,
k
�
k,|
_
{\\)\!
!f■&/
�
..
wl
]

9
� V
ppii
F
1A
Y�
3
E
P
h[
��
E
V
@@
a_6
�
p{(
e
Ss
o
P
8
m
m
ffi�
o§
E
E
g
'6
b
S
$
Y
n
Za
a
IJ
m
0�
C
L
g
a
S
C
3�
N
�
yr
�
y
ggffi
9yzE5
k3
{f
E
i
E
W
al
E
`a
$a
mly
a
w
E
S
zm
-
0
S
•.
$�
er
}
Z
w
Z>>
i L
a�
N
S
N�
o
m
}
c yffi� V Y
i
c5
8
�9�
¢s.
Ito
t
m
ff
ffi=c
m
g
n
ys
q3�£
y
ma
W
S
£
�'s
�
•s
�$$$s
0
�
APV
�JQ
�.
$ § its
i

�.�
$
ilil
IIE�
�"
Igg
8
I
_
S
��zm
E
i
6
Im
I
�
?.
$
E$m
E=..
E
SBE$
!
�u
soSo
S
mrceog�
E.m•
o°
N�..q�°
a-
ON
i
m8
@
a
a
Em
J
m
£2S
+Wa•
u
na
cu
jm
o
'E
...
�.&
m5'E3
a
6
6�
@c
EM
8d
c�gm
��iEE
E
g
i'8i
n
y
£�8
c
9n
3
m
9`
m-
a
w
n"E
S
w$
S o
3
'f
m
b
y
E
Y
g
0,.
S
m
qz.
@l
0��:

Project Name: I Leland Commercial
Project Location: 18031 Ocean Hwy E, Leland (HWY 17)
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & corresponding O&N
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infihration Basin
Quantity:
Infiltration Trench
Quarry :
Level SpreadedVFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quamity:
Stonnwater Wetland
Quantity:
Wet Detenbon Basin
Quantity:
2
Disconnected Impervious Area
Present:
No
User Defined BMP
Present:
No
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Steven Shutdoworkth
Member - Buster Development, LLC
214 Quilon Drive
Wilmington, NC 28412
719-499.1373
[e-mail]
Signature: � , V Date: 11-27 —1
,�/ l�Lv% ,aNotary Public for the State of��yy���� KA,I
County of / 44J N74-7 .9 (f4y do hearby�certify that 15gab r- J k 4.�.1('LLc10-' N
personally appeared before me this day of //0 L) %lam /g and
acknowledge the due execution of the _Operations and Maintenance Agreement.
Witness my hand and official seal, �7 / �✓,�.UC� d�'
STORM-
Version 1.4
NYLLU MANN
NOTARY PUBLIC
NEW HANOVEA COUNTY, NC
My Commissiorl Expires December 20, 2020
commission expires /!?-720- -ZU
O&M Manual
1112712018
Page 1 of 4

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures:
_ Immediately after the wet detention basin is established, the plants on the vegetated shell 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
Aker 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:
Potential problem:
Now I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale
control devices such as reinforced turf making or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone,
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf making or
nprep 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 practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
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.
STORM -EZ 11/27/2018
/elsion 1.4 O&M Manual Page 2 of 4

Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where It
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (d 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
IContact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
STORM Z 111271201E
Version 1.4 O&M Manual Page 3 of,

Wet Detention Pond Design SummaN
WET POND ID FOREBAT MAIN POND
Permanent Pool EI. 23 Permanent Pod EI. 23
Temporary Pool EI: 25.1 Temporary Pod EI: 25.1
Pretreatment other No Clean Out Depth: 4 Clean Out Depth: 9
than forebay7 Sediment Removal EI: 19 Sediment Removal El: 14
Has Vag, Feer? No Bottom Elevation: 18 Bottom Elevation: i3
WET POND ID FOREBAT MAIN POND
2 Permanent Pod EL 32 , _ Permanent Pod EI. It
dieff
Temporary
Pool
D: 36A+ (,', Temporary Pool EI: Pretreatment other Clean Out Depth: 6 Clean Out Depth: than forebay7 Sediment Removal El: 26 Sediment Removal El: Has Vag. FilteR No Bottom Elevation 25 Bottom Elevation:
STORM -F2 11/2712018
Version 1.4 O&M Manual Page 4 of 4

BRUNSWICK COUNTY STORM WATER PERMIT
(Form SW -010)
Development Name:
Owner or Contact Person:
Leland Commercial
Steve Shuttleworth
Buster Development, LLC
Address: 214 Quilon Drive
Wilmington, NC 28412
Date Issued: 1/31/2019
This permit is provided under the Brunswick County Storm Water Ordinance and covers
construction activities as submitted in the Storm Water Management Plan including drawings,
calculations and other documentation. This permit shall be effective until rescinded.
Inspection Requirement
Each structural component (Stormwater Control Measure or SCM) constructed under this permit
requires a final as -built inspection prior to the use of the property as described in the Storm
Water Management Plan. You must call the Brunswick County Stormwater Administrator's
office to schedule that inspection. Failure to arrange for the required inspection prior to
beginning the intended use of the property will be a violation of this permit.
Please call for a final Stormwater inspection (910-253-2405).
No Modifications
There shall be no modifications to the drainage patterns, structures, operation and maintenance,
or other features approved in the Storm Water Management Plan without the prior approval of
the Storm Water Administrator.
Additional Requirements
Additional requirements, conditions, variances and approvals are included as part of this permit
as attached and here referenced:
Please keep a copy of this Storm Water Permit at your site. This permit does not supersede any
other permit requirements or approvals required for your development. Your cooperation is
appreciated.
Sincerely,
&A;�k jR6V%_,,
Brunswick County Stormwater Administrator or Representative
Official Use Only: Storm Water Permit Number: 448799 Date Approved: 1/31/19