SW8050316_HISTORICAL FILE_20151103

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 05-031G
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ad l5 1 l O 3
YYYYMMDD

GRA Y
ENGINEERING CONSULTANTS
Ms Linda Lewis
Environmental Engineer III
NCDENR
127 Cardinal Drive
Wilmington, NC 28405
Phone [phone]
Dear Ms Lewis
11/02/2015
ECEI d9' Er
NOV 0 3 2015
BY —
Re PERMIT MODIFICATION - REVISION
Stormwater Project No SW8 050316
Wal-Mart at Westgate Leland
Brunswick, North Carolina
GEC Project No 2015051-D
On behalf of the current permittee for the above permit, W RS Centers I, LLC, and in conjunction with a
developer, Security Vault Works (SVW) for a proposed ATM on the shops tract, please find the following REVISED
information for the Permit Modification to the existing Stormwater Project No SW 8 050316 This Permit
Modification is required since there will be new impervious area, albeit very small, and to clarify the current
permittee name for the permit
Enclosed please find the following information
o Two (2) copies of the NEW Stormwater Application (original and copy)
o Two (2) copies of the Name/Ownership Change Form (original and copy)
o One (1) copy of the REVISED Narrative of the Permit Modification & Calculations for Pond No 1
o Two (2) sets of REVISED Plan Drawings (folded) (CV-lA, CV-2A, C1 0)
Below is a point -by -point response to the review comments
Comment No 1 02H 1003(g)(7) — Provide technical information showing final numbers, calculations,
assumptions, drawings and procedures associated with the stormwater
management measures including but not limited to Built -upon area, runoff
coefficients, runoff volume, runoff depth, flow routing, inlet and outlet configuration
(if applicable), and other applicable information as specified
Provide signed, sealed and dated revised pond design calculations where the
additional 1,000 sf of new BUA is accounted for Increasing the BUA will affect
percent impervious, SAIDA ratio, minimum required surface area and minimum
required volume Please note that the additional volume contributed by the 1,000 sf
increase must be accounted for at the current 1 5" design storm level
Response Enclosed, please find the signed and sealed copy of the revised calculations for Pond No
1 that includes the 1,184 square feet of new BUA With the 1,184 square feet (0 03 acres),
the percent impervious increased from 82 7% to 82 9%, the SA/DA ratio increased from
4 18 to 4 19, the minimum surface area increased from 43,335 square feet to 43,429
square feet, and the minimum required temporary volume increased from 68,251 cubic feet
to 68 835 cubic feet
132 Pilgrim Road Office [phone]
Greenville, SC 29607 Fax [phone]

Comment No 2 02H 1003(e)(1) — In the case of a corporation (Inc or LLC), the application must be
signed by a principal executive officer of at least the level of vice-president
Pursuant to NCGS 57D-3-20, LLC's are managed by their managers Please note
that none of the NCSOS flings specify that you are the manager of WRS Centers, I,
LLC You are currently noted as a member, as are SABC I, LLC and SABC II, LLC
Please provide documentation of your position as the manager of the applicant LLC
Response Enclosed, please find the appropriate party s name, title, and signature on the NEW
application Arthur Kepes is the Vice President
Comment No 3 The scale on both the overall conceptual site plan sheet (1"=60') and on the larger
scale conceptual site plan (1"=10') are incorrect It appears that they should be on -
half of that amount or 1"=30' and 1"=5', respectively
Response Enclosed, please find the revised plans from LBYD for the proposed ATM These revised
plans are original signed plans from LBYD and show the corrected scales
Comment No 4 The new drive-thru access lane to the ATM scales about 87 feet long at the mid-
point The width of the access lane is noted as 12' on the plan, but it does not
appear to include the curb and gutter The 2006 approved plans note that curb and
gutter is 18", therefore the total width of the lane for purposes of calculating BUA is
15 feet Please also note that the 1 "=5' scale is not quite accurate either— the 24'
ATM slab width actually scales 25' and the lane width scales 12 5 feet
Response Enclosed, please find the revised plans It must have been the scales In CAD, the mid-
point length of the access lane is about 83 feet long and the ATM width is exactly 24 feet
long On the access lane width, the revised plans now show the 18 curb and gutter The
paved width will be 10 feet The back of curb to back of curb width will be 13 feet in width
Comment No 5 Based on the corrected scale, the total added BUA for the site appears to be around
1,400 square feet, not 1,000 square feet If the 12' lane width is intended to include
the curb and gutter, please revise the dimension line on the plan to include the curb
and gutter That would still put the BUA at 1,140 square feet, assuming the lane is
87 feet long If that measurement is incorrect, please include the proposed length of
the dnve-thus access lane
Response Enclosed, please find the revised plans Using the revised plans and corrected dimensions
as discussed in the response to No 4 above, the revised total added BUA in CAD for the
ATM is 1,184 square feet
Comment No 6 Please adjust your application numbers accordingly and use the corrected numbers
(documented) in the revised design calculations for percent impervious, SA/DA
ratio, minimum required permanent pool surface area and minimum required
temporary pool volume
Response Enclosed, please find a copy of the revised calculations showing the revised numbers (as
discussed in response to comment no 1 above) for the revised design with the added
impervious from the ATM
2-
Gray Engineering Consultants
132 Pilgrim Road
ECEIVE
NOV 0 3 1015
By
Office [phone]
Greenville, SC 29607 Fax [phone]

Comment No 7 The SWU-101 application that was submitted is obsolete Please resubmit on the
latest SWU-101 form dated October 31, 2013
Response Enclosed, please find a NEW SWU-101 Application (October 31, 2013 version) showing
the corrected numbers for the revised design with the added Impervious from the ATM
Comment No 8 The original permittee, Leland Retail Investment, LLC, applied to withdraw their LLC
on March 28, 2012 The name of the company was not changed to WRS Centers I,
LLC, since that company was not formed until December 2013 Therefore, this is an
ownership change to WRS Centers I, LLC which requires you to provide a completed
and signed Name/Ownership Change form
Response Enclosed, please find the original and copy of the signed Name/Ownership Change farm
Should you have any further questions or comments or need any additional Information, please do not
hesitate to contact me direct at [phone], ext 24 or by email
ERING CONSULTANTS, INC
PE
Enclosure
dig/dig
cc DaNid Dinhtara LBYD Inc (A I M developer s consulting engineer)
Matthew Kiger SVW Inc (Developer of A FM)
-3-
Gray Engineering Consultants
132 Pilgrim Road
O tt EPl. EIVE
r1 NOV 0 3 20b
BY
Office [phone]
Greemnlle, SC 29607 Fax [phone]

Corporations Division
%V ?5T 21 Page 1 of 1
Le/mod oso3/(:�'
Worth Carolhu
Elaine F. Mafshall DEPARTMENT orT�.m
Secretary SECRETARYoF STATE
PO Box 2= RateW NO 27$2"= (91O)WT.2WO
Click Here To
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal WRS Centers I, LLC
Limited Liability Company Information
Sosld
1353345
Status—�
Annual Report Status
Current -Active
Current
Citizenship
Date Formed
Foreign
12/20/2013
Fiscal Month
January
State of Incorporation
DE
Registered Agent
7CT Corporation System
Corporate Addresses
Reg Office
150 Fayetteville St Box 1011
Raleigh, NC 27601-2957
Reg Mailing
150 Fayetteville St, Box 1011
Raleigh NC 27601-2957
Mailing
550 Long Point Road
Mount Pleasant, SC 29464-7905
Prinapal Office
550 Long Point Road
Mount Pleasant, SC 29464-7905
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Member SABC II LLC
550 Long Point Rd
Mt Pleasant SC 29464
http //www secretary state nc us/Search/profcorp/10413324 9/30/2015

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OI LIMITED LIABILITY COMPANY WRS Centery I II C
RLPORT FOR THE YEAR 2015
SECRETARY OF S FATE L L C ID NUMBER 1353345
NATURL OF BUSINESS Real Bslale
REGISTERED AGENT CT Corporation System
E-I iled Annual Report
10413324
Do not data enter manually
STA'I E OF INCORPORA I ION DL
RI GIS I hRED OFI ICE MAILING ADDRESS 150 Fayetteville St Box 1011
Raleigh NC27601-2957
RFGIS7 ERED OH ICE STREET ADDRESS 150 Fayelleville SI Box 1011
Raleigh NC 27601-2957 Wake County
PRINCIPAL OH ICI. 1 ELE'PHONE NUMBER 843-654-7888
PRINCIPAL OFFICE MAILING ADDRESS 550 Long Point Road
Mount Pleasant SC 29464-7905
PRINCIPAL OFFICL STREE I ADDRLSS
Company Officials
Name SABC11 LLC
Tide Member
Address
550 Long Point Rd
MI Pleasant SC 29464
550 Long Pout Road
Mount Pleasant SC 29464-7905
CERTIFICATION OF ANNUAL REPORT MUS1 BE COMPLE1 LD BY ALI, LIMI I ED LIABILI1 Y COMPANIES
SA13C II LLC by Arthur I Kepes - Member
FORM MUST BE SIGNED BY A MANAGER/MLMBER
SABC II LLC by Arthur J Kepes - Member
4/9/2015
DATF
Member
TYPF OR PRINT NAME TYPE OR PRINT I ITLE
ANNUAI RFPORT FFE F Paid MAII TO Secretary of State Corporations Division Post Office Box 29525 Raleigh NC 27626 0525

Corporations Division
Page 1 of 1
North Candha
Elaine F. Marshall DEPARTMENT a>= THE
Secretary SECRETARY OF STATE
PO Ban 29022 r4ew No MIMI= 0101107-2000
Click Here To
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal SABC II, LLC
Limited Liability Company Information
Sosld
1353393
Status _
CLurrent-Active
Annual Report Status
Current
Crt¢enship
Foreign
Date Formed
12/20/2013
Fiscal Month
rianuwy
State of Incorporation
DE
Registered Agent
CT Corporatwn System
Corporate Addresses
Reg Office 150 Fayetteville St Box 1011
Raleigh, NC 27601-2957
Reg Mailing 1150 Fayetteville St , Box 1011
Raleigh, NC 27601-2957
Mailing 550 Long Point Road
Mount Pleasant, SC 29464-7905
Prinapal Office 550 Long Point Road
Mount Pleasant, SC 29464-7905
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Member SABC I LLC
550 Long Point Rd
Mt Pleasant SC 29464
http Hwww secretary state nc us/Search/profcorp/10413322 9/30/2015

State of North Carolina
Department of the Secretary of State
SOSID 0774414
Date Filed 4/30/2012 3 57 00 PM
Elaine F Marshall
North Carolina Secretar) of State
C201209300562
APPLICATION FOR CERTIFICATE OF WITHDRAWAL
OF LIMITED LIABILITY COMPANY
Pursuant to §57C-7-11 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies to the
Secretary of State for a Certificate of Withdrawal and for that purpose submits the following statement
1 The name of the foreign limited liability company is Leland Retail Investment, LLC{
2 The limited liability company is formed under the laws of South Carolina
3 The limited liability company is not transacting business in the State of North Carolina and surrenders its authority to transact
business in this State
4 The limited liability company revokes the authority of its registered agent to accept service of process and consents that service of
process in any action or proceeding based upon any cause of action arising in the State of North Carolina, or arising out of
business transacted in North Carolina, during the time the limited liability company was authorized to transact business in North
Carolina may hereafter be made on such limited liability company by service thereof on the Secretary of State
5 The mailing address to which the Secretary of State may mail a copy of any process served on him pursuant to the paragraph
above is
6 The limited liability company will file a statement of any subsequent change in its mailing address with the North Carolina
Secretary of State
7 This application will be effective upon filing, unless a date and/or time is specifies
This the 28th day of March
2012
Leland Retail Inyestment, LLC
n Name of/4unit9Liability Company
Arthur Y Kepes, Exec VP of WRS, Inc it's Manager
Type or Print Name and Title
Notts
1 Filing tee is S10 This application must be filed with the Secretary of State
CORPORATIONS DIVISION P 0 BOX 29622 RALEIGH NC 27626 0622
(Revised January 2002) (Form L 14)

STATE STORMWATER
PERMANENT WATER QUALITY
SUPPLEMENT CALCULATIONS
For The Proposed
ATM AND ACCESS DRIVE-THRU LANE
WAL-MART AT WESTGATE LELAND
Along US Highway 17 (1114 New Pointe Boulevard, Leland, NC 28451)
Brunswick County, North Carolina
Latitude 34 °12' I8" N Longitude -78 001' 32" W
Prepared for
WRS Centers I, LLC
550 Long Point Road
Mount Pleasant, SC 29464
Prepared by
GRA Y
CAIRO�/��i
�� o • ES
S/p i,7,'
Q f ti
GRAY ENGINEERING CONSULTANTS, INC
132 Pilgrim Road
Greenville, SC 29607 EFCEtVW
October 14, 2015 NOV 0 3 205
BY-5W 3USUB

NARRATIVE SUMMARY OF PERMIT MODIFICATION
WAL-MART AT WESTGATE LELAND
Stormwater Project No SW8 050316
Security Vault Works (SVW) is proposing a Wells Fargo ATM and drive-thru on
the shops tract at the "Wal-Mart at Westgate Leland" shopping center along Highway 17
in the Town of Leland, Brunswick County, North Carolina The original shopping center
project was completed in 2007 The above permit was last modified and approved on
November 7, 2006
The ATM/drive-thru is proposed to be located in front of the shops buildings and
beside the gas station outlot in the area of an existing grassed island The new ATM will
be located within the drainage area to Pond No 1
The revised total added built upon area (BUA) for the proposed ATM facility
including the access lane, curb and gutter and ATM concrete pad is 1,184 square feet
(0 03 acres) The mid -point length of the access lane is about 83 feet long The paved
access lane width will be 10 feet The inside curb to inside curb will be 12 feet which
includes a foot of gutter on each side for the curb The back of curb to back of curb
width will be 13 feet in width The ATM concrete pad is 24 feet long x 4 feet long and it
is situated 6" inside the curb and gutter or flush with the inside raised curb of the access
lane
The entity name that is responsible for this permit is WRS Centers I, LLC This is
only a name change from the name shown on the original permit This is the same party
that developed the center A Name/Ownership Change form has been submitted to
change the name to the WRS Centers I, LLC
P1O� fl 3 loon t
B1-

POND VOLUME CALCULATIONS
Temporary Pool Elevation and Drawdown Time Calculations
POST DEVELOPMENT (PREVIOUSLY PERMITTED)
Rv = 0 05 + 0 009 (1)
I (% impervious) = impervious area / drainage area
Impervious Area =
1970 acres
1=
828%
Rv =
079 mAn
Volume (cubic feet) = (Design Rainfall in) (Rv) (Drainage Area
-acres)
Design Rainfall (in) =
1 in
Rv (1 0 POST) =
0 79 in/in
Drainage Area (acres) =
2380 acres
Temporary Volume Required=
68,680 cf
POST DEVELOPMENT (ADDED VOLUME FOR ATM)
Rv = 0 05 + 0 009 (1)
I (% impervious) = impervious area / drainage area
Impervious Area =
003 acres
1=
1000%
Rv =
095 m/m
Volume (cubic feet) = (Design Rainfall -in) (Rv) (Drainage Area
-acres)
Design Rainfall (in) =
1 5 in
Rv (1 0 POST) =
0 95 in/in
Drainage Area (acres) =
003 acres
Temporary Volume Required =
155 cf
TOTAL Temporary Volume Required =
68,835 cf
Temporary Volume Provided at Elevation 17 50 = 92,669 cf
92 669 > 68 835
Flowrate (cfs)
Depth = 2 ft
Orifice Size = 3 in
Area = 0 049 sf
Flowrate (cfs) = 0 334 cfs
Dewatenng Time (days) = 2 4 days
2< 24 <5
in CAD
OK
Nq
EGEFVE
r��
NOV 0 3 2015
R1
DJG
LELAND POND VOLUME POND NO 1 v2 As
10/13/2015

POND VOLUME CALCULATIONS
2015 051 WALMART SUPERCENTER LELAND NC
POND NO 1 FOREBAY TOTALS
ELEVATION
(FT)
SURFACEAREA
S F
DEPTH
(FT)
VOLUME
(C F)
CUM VOL
(C F)
AREA
(AC)
9
4 828
0 111
`111
5 253
5 253
10
5 678
0 130
1
6 062
11 315
11
6445
0148
1
6 828
18 143
12
7 211
\
\\ \
0 166
1
7 820
25 962
13
8 428
\ ` \ `\
0 193
1
9037
34999
14
9 645
0 221
1
10 105
45 103
15
10 564
1 VV v . A
` "
0 243
Forebay Wet Storage 45,103 CIF
POND NO 1 MAIN POND BELOW FOREBAY DAM
ELEVATION
(FT)
SURFACEAREADEPTH
S F
(FT)
VOLUME
(C F)
CUM VOL
(C F)
AREA
(AC )
9
21768\\\\`;
`
,\`
G.\`\`,
0500
1
22 344
22 344
10
22920
0526
1
23 526
45 870
11
24 131
`N\ \\\\\\
0 554
1
24 736
70 606
A�� \VAAVA
12
25 341
' \
0 582
1
26 466
97 072
:A`vA\\CSC
13
27591
V\�:.,AAA"
0633
1
28 716
125788
14
29 841
o \„
0 685
1
30 738
156 526
15
1 31 635
00` \ c
\\ \ `,'
I , \�\\ �\`
0 726
Main Pond Wet Storage 156,526 CIF
DJG
LELAND POND VOLUME POND NO 1 v2 As
10/13/2015

TOTAL POND NO 1
ELEVATION
(FT)
SURFACE
AREA
S F
DEPTH
(FT)
VOLUME
(C F)
CUM VOL
(C F)
AREA
(AC)
9
26 596
0 611
`
1
27172
27172
10
27 748
`
`
0 637
1
29162
56334
11
30 576
0 702
1
31 564
87 898
\ ., ,
12
32 552
..:\\` \
0 747
34 286
122 184
13
36 019
\
0 827
1
37 753
159 936
14
39 486
,`\
\` \ �`J
`\`'\\ \
0 906
\\:
1 1
40 843
200 779
` V "
15
42 199
v "`
" `i `` `
0 969
05
21 407
222 186
\ . ,\\
155
43429
J v :v
`\.,'A
v\,v
0997
\\\`:
05
22085
22085
'\'`\, Q
16
44911
`,2vvV
v:A: Av`
1 031
V `2V`:
1
46 428
68 513
v A:
17
47945
\,` `\
I \` .\"J
1 101
05
24156
92669
V\,C
175
48 677
\` \ �
" \ ` ,
\` \"\, `
1 117
05
24914
117582
18
50 978
\
\
1 170
1
52 552
170 134
19
54 125
1 243
1
55 699
225 832
20
57 272
1 315
589
284 734
21
60532
\\�\,`�\�\\��
�.\
\\`;\� \��
1 390
\`\\`�\\
1
62 162
346 896
22
63791
.`, `�`\\\
�"\C`��..`J
\\\\�;\"
1464
\\`:\\\�\�
1
65 464
412 359
23
67136
Total Pond Wet Storage 222,186 CF
Total Pond Dry Storage 412,359 CF
Total Pond Storage 634,545 CF
DJG
LELAND POND VOLUME POND NO 1 v2 As
10/13/2015

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Casmer, Jo
From Casmer, Jo
Sent Wednesday, August 12, 2015 4 36 PM
To 'dgraffius@grayengineenng com'
Subject Walmart at Westgate Leland, Stormwater Permit SW8 050316
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 August 6 2015 The project has been assigned to
Linda Lewis 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
The application did not include an email address for the applicant so we ask that you please notify him on this
status
,% Casiner
Administrative Assistant for DEMLR/Storrnwater Section
NC Department of Environment & Natural Resources
Dept of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wllnangton NC 28405
Phone [phone]
Fax [phone]
Jo casmer@-ncdenr eov
£malt cnrrespondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

GRA Y
ENGINEERING CONSULTANTS
Ms Georgette Scott
Environmental Assistance Coordinator
NCDENR/DEACS
127 Cardinal Drive
Wilmington, NC 28405
Phone [phone]
Dear Ms Scott
07/31/2015
ECEIVE
AUG 0 3 2015
BY
Re PERMIT MODIFICATION
Stormwater Project No SW8 050316
Wal-Mart at Westgate Leland
Brunswick, North Carolina
GEC Project No 2015051-D
On behalf of the current permittee for the above permit, W RS Centers I, LLC, and in conjunction with a
developer, Security Vault Works (SVW) for a proposed ATM on the shops tract, please find the following
information for the Permit Modification to the existing Stormwater Project No SW8 050316 This Permit
Modification is required since there will be new impervious area, albeit very small, and to clarify the current
permittee name for the permit Per a recent conversation with Ms Linda Lewis, it is our understanding that the
current permittee holder of this permit is WR of Leland, LLC However, the modified application attached shows the
name W RS Centers I, LLC with its current address and signature for this entity The entities are the same en i
t at originally secure t e ep rmi ,_just a diffe[ent name The amount of impervious added is shown on t e m i ie
ap ip ip cation but the numbers were too small to registeraaany�change to the actual calculations which were provided in
2006
Enclosed please find the following information
t
��orsXGh`n S � ,nC,
Le�t�
o The Designer's Certification, dated 10-08-07
o One (1) check in the amount of Five Hundred and Five ($505 00) Dollars made out to NCDENR
o Two (2) revised copies of the Permitted Stormwater Application (original and copy)
o Two (2) revised copies of the Permitted Supplemental Form, Checklist and O&M Agreement (newly
signed) for Pond No 1
o One (1) copy of the brief Narrative of the Permit Modification
o Two (2) sets of Plan Dravnngs (folded) (CV-1 A, CV-2A, C1 0, C2 0)
Should you have any further questions or comments or need any additional information, please do not
hesitate to contact me direct at [phone], ext 24 or by email
Sin erely,
GfAY E7GI EERING CONSULTANTS, INC
David J r ius, P E
doraffius arayenoineering com
Enclosure
d)g/d)g
cc David Dicluara LBYD Inc (ATM developer s consulting engineer)
132 Pilgrim Road
Office (864) 297-30z7
Greenville, SC 29607 Fax [phone]

Lewis,Lmda
From Lewis,Linda
Sent Thursday, October 01, 2015 3 25 PM
To David Graff ius (dgraffius@grayengineering com)
Subject SW8 050316 Wal-mart at Westgate Leland
Attachments 2015 10 addinfo 050316 pdf
David
Attached are my review comments for the addition of an ATM to the site
Linda

October 1, 2015
Arthur Kepes, Manager
WRS Centers I, LLC
550 Long Point Road
Mount Pleasant, SC 29464
Subject Request for Additional Information
Stormwater Project No SW8 050316
Wal-Mart at Westgate Leland
Brunswick County
Dear Mr Kepes
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for Wal-Mart at Westgate Leland on August 6, 2015 A
preliminary in-depth review of that information has determined that the application is not
complete The following information is needed to continue the stormwater review
1 02H 1003(g)(7) — Provide technical information showing final numbers, calculations,
assumptions, drawings and procedures associated with the stormwater management
measures including but not limited to Built -upon area, runoff coefficients, runoff volume,
runoff depth, flow routing, inlet and outlet configuration (if applicable), and other
applicable information as specified
Provide signed, sealed and dated revised pond design calculations where the additional
1, 000 sf of new BUA is accounted for Increasing the BUA will affect percent impervious,
SAIDA ratio, minimum required surface area and minimum required volume Please note
that the additional volume contributed by the 1,000 sf increase must be accounted for at
the current 1 5" design storm level
2 02H 1003(e)(1) — In the case of a corporation (Inc or LLC), the application must be
signed by a principal executive officer of at least the level of vice-president
Pursuant to NCGS 57D-3-20, LLC's are managed by their managers Please note that
none of the NCSOS filings specify that you are the manager of WRS Centers 1, LLC
You are currently noted as a member, as are SABC 1, LLC and SABC 11, LLC Please
provide documentation of your position as the manager of the applicant LLC
3 The scale on both the overall conceptual site plan sheet (1"=60') and on the larger scale
conceptual site plan (1"=10') are incorrect It appears that they should be one-half of that
amount or 1"=30' and 1"=5', respectively
4 The new drive-thru access lane to the ATM scales about 87 feet long at the mid -point
The width of the access lane is noted as 12' on the plan, but it does not appear to
include the curb and gutter The 2006 approved plans note that the curb and gutter is
18", therefore the total width of the lane for purposes of calculating BUA is 15 feet
Please also note that the 1" = 5' scale is not quite accurate either - the 24' ATM slab
width actually scales 25' and the lane width scales 12 5 feet
5 Based on the corrected scale, the total added BUA for the site appears to be around
1,400 square feet, not 1,000 square feet If the 12' lane width is intended to include the
curb and gutter, please revise the dimension line on the plan to include the curb and
gutter That would still put the BUA at 1140 square feet, assuming that the lane is 87 feet
long If that measurement is incorrect, please include the proposed length of the drwe-
thru access lane

J
Mr Kepes
October 1, 2015
Stormwater Application No SW8 050316 Mod
o
6 Please adjust your application numbers accordingly and use the corrected numbers
(documented) in the revised design calculations for percent impervious, SA/DA ratio,
minimum required permanent pool surface area and minimum required temporary pool
volume
7 The SWU-101 application that was submitted is obsolete Please resubmit on the latest
SWU-101 form dated October 31, 2013
8 The original permittee, Leland Retail Investment, LLC, applied to withdraw their LLC on
March 28, 2012 The name of the company was not changed to WRS Centers I, LLC,
since that company was not formed until December 2013 Therefore, this is an
ownership change to WRS Centers I, LLC which requires you to provide a completed
and signed Name/Ownership Change form
Please remember that a change to one number may have a domino effect on other numbers
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to November 1, 2016, or the
application will be returned as incomplete The return of a project will necessitate resubmission
of all required items, including the application fee
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at linda lewis(Wncdenr aov
Sincerely,
Linda Lewis
Linda Lewis, E I
Environmental Engineer III
GDS/arl \\\Stormwater\Permits & Prolects\2005\050316 HD\2015 10 addinfo 050316
cc David Graffius P E Gray Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

OFFICE USE ONLY
D to R Pived
Fee Paid
Per it Number
I S
,505, �� z 70
sw o�03
n
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
I Applicants name (specify the name of the corporation individual etc who owns the project)
WRS Centers I, LLC
2 Print Owner/Signing Officials name and title (person legally responsible for facility and compliance)
Arthur Kepes, Manager of the Applicant
3 Mailing Address for person listed in item 2 above
550 Long Point Road
City Mount Pleasant State SC Zip 29464
Telephone Number ( 843 ) 654 7888 (� C oo
4 Project Name (subdivision facility or establishment name should be consistent wit GE§nVaE'
specifications letters operation and maintenance agreements etc) AUG 0 3 2015
Wal-Mart at Westgate Leland
5 Location of Project (street address)
One mile south of intersection of Hwy 74 and Hwy 17
City Town of Leland County Brunswick County
6 Directions to project (from nearest major intersection)
One mile south of intersection of Hwv 74 and Hwv 17. at West Gate Drive and New Point Blvd
7 Latitude 34 208 N
78 0257 W
8 Contact person who can answer questions about the project
Name David Graffius Gray Engineering Telephone Number (864
II PERMIT INFORMATION
1 Specify whether project is (check one)
New Renewal
Form SWU-101 Version 3 99 Page I of 4
of project
297-3027
X Modification

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number SW8 050316 and its issue date (if known) 11-07-06
3 Specify the type of project (check one)
_Low Density X High Density _Redevelop General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major —Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1 877 623 6748
III PROJECT INFORMATION
1 In the space provided below summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Two permanent on -site wet detention ponds will provide permanent water quality and detain the 2, 10 and
25-year storm events
2 Stormwater runoff from this project drains to the
3 Total Project Area 3730
5 How many drainage areas does the project have? 3
03 2015
4 Project Built Upon Area 73 72
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project attach an additional sheet with the information for each area provided in the same format as below
Pond No 1
Pond No 2
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Jackeys Creek
Jackeys Creek
Receiving Stream Class
C, Sw
C Sw
Drainage Area
9 9 Acres 431 244 CF075
Existing Impervious' Area
cres0
Acres 0 gr 0
Proposed Impervious'Area
19 7 Ac 859,132 SF
7 3 Acres
% Impervious' Area (total)
83%
74%
Impervious' Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
47 700 SF 1 095 AC
203,818 SF 4 7 AC
On -site Streets
21 780 SF 0 5 AC
0 SF 0 AC
On -site Parking
547,196 SF 12 56 AC
78 408 SF 18 AC
On -site Sidewalks
34,850 SF AC
34,850 SF 0 8 AC
Other on site See Attached
207 606 SF 4 766 AC
0 SF 0 AC
Off site
0 SF 0 AC
0 SF 0 AC 013
Total 859,132 SF 19 7 Acres
I Total 317,076 SF 7 3 Acres 013
' Impervious area is defined as the built upon area including but not limited to buildings roads parking areas
sidewalks gravel areas etc
"Off -site drainage to detention pond (Stormwater Permit #990807) from Lots No 8 and No 9
Form SWU-101 Version 3 99 Page 2 of
Area D1"
Jackeys Creek
C, Sw
4C 32 670 SF
4C 0 SF
AC 5,663 SF
17%
Area Dl•
4C 5 663SF
AC 5,663 SF

How was the off site impervious area listed above derived?
The off -site area was determined from existing conditions and USGS topographic and aerial photographic
information
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions outparcels and future development prior to the sale of any lot If lot sizes vary significantly a table
listing each lot number size and the allowable built upon area for each lot must be provided as an attachment
I The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
S W8 050316 as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more thanSee Attachment A square feet of any lot shall be covered by structures or impervious materials
Impervious materials include asphalt gravel concrete brick stone slate or similar matenal but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in piped or altered except as necessary to provide driveway crossings
4 Built upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permuted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permuted
By your signature below you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above 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 State and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU 104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
ECE' V E
AUG 0 3 2015
BY
Form SWU 10l Version 3 99 Page 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications including
Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
- Original contours proposed contours spot elevations finished floor elevations
Details of roads drainage features collection systems and stormwater control measures
- Wetlands delineated or a note on plans that none exist
Existing drainage (including off site) drainage easements pipe sizes runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf please complete this section
Designated agent (individual or firm)
Mailing Address 132 Pilgrim Road
City Greenville
Phone (864 ) 297-3027
David J Grafflus, P E , Gray Engineering Consultants, Inc
. State SC Zip 29607
Fax ( 864 ) 297-5187
VIII APPLICANT'S CERTIFICATION
I (pool or type name of person lured In General Information Item 2) Arthur Kepes
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 lonformance with the approved plans that the required deed restrictions
and protective covenants will rec:oOiecl and that the proposed project complies with the requirements of 15A
NCAC 2H 1000 J
Signature
Form SWU 101 Version 3 99
Date 7 - I to - ) S
EC EIVE
AUG 0 3 2015
Page 4 of 4
BY

Completeness Review Checklist
Project Name C cj� LQ(0, JReceived Date ?wci(f
Project Location �S �)7 ✓ (JC- 0 Accepted Date (0 C
Rule(s) ®zoos Coastal ®1995 Coastal ®Phase II (WiRO) ®Universal ®1988 Coastal
(Type of Permit New or Mod or PR (Existing Permit # (Mod or PR) p!5b3 f (o 1:1PE Cert on File?
Density HD or LD Type Commercial or Residential "NCG
❑(% OK?) stream Class ®SA Map ®Offsite to SW8
r
Subdivided? Subdivision or Single Lot rJORW Map 1 (Exempt
Paperwork
Emailed Engineer on
ipplement(s) (1 original per BMP) BMP Type(s)
❑O&M with correct/original signatures (1 onginal per BMP except LS/VFS and swales)
1FCpplication with correct/original signatures oW ears Pry ®Deed
Corp or LLC Sig Auth per SoS or letter ®Email Address
05 (within 6mo) ®Email Address
Design Engineer
Owner
®Soils Report with SHWT 2� nN e to Reviewer
®Calculations (signed/sealed)
FINo obvious errors
®Density includes common areas, etc t t7�
A f �4
Plans
D-S'S�ets
Restrictions, if subdivided
& Notarized
UVI—
Rest l�rw� lei ak��
(roads, cul-de-sacs, curbs, side:lks,'BM'Ps, Buildings, etc)
ing ❑Wetlands Delineated or No Wetlands
ity Map Eayout (proposed BUA dimensions)
nd ®DA Maps eject Boundaries
Infiltration
Wet Pond
Report ❑Soils Report
i �SHWT
)m PP
Additional Information
Permitted Proposed
❑PE Cert for Master
®Deed Rest for Master
BUA Permitted (Master)
BUA Proposed (Offsite)
Proposed
Lot #
®Lot # Matches Master
sf
sf
Proposed
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION �i t�iy9�/ / 5y>
TRvWA-TE
NAME
REPRESENTING 117 %' 2 S I
Guidelines for Access The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public review and copying program
� tr the r ons Pleausebilit to the
public to safeguard these records and to c out our day-to-day p g
carefully the following guidelines signing the form
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advance to schedule an appomtment to revrewthe files Appomtments�will bmocheeduled an
between 9 OOam and 3 OOpm Viewmg time ends at 4 45pm
a ointment ma view the riles to the extent that time anff nd stasu ervisi0is available
2 You must specify fdes you want to review by facility name. The number of files that you
may review at one time will be hunted to five
3 You may make copies of a file when the copier rs not in use by the staff and if time permits
Costper copy is $ 05 cents Payment maybe made by check money order, or cash at the
reeention desk Copies totalm $5 00 or more can be invoiced for VOur convenience
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5 In accordance with General Statue 25.3-512, a $25 00 processing fee will be charged and
collected for checks on which payment has been refused
FACILITY NAME COUNTY
2 5
t
Signature an ame fBusiness Date
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Ptease attach usmes cm-d to this joi m INVOICE
COPIES MAD > PAID __
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