SW8120511_HISTORICAL FILE_20120613

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW g`� dSl(
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
}� HISTORICAL FILE
C
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Permit Number SW8120511
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
kelly Johnson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility Name
Empire Distributors Lot 8A
Central Files APS_ SWP_
06/13/12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1 00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
Location Address County
4809 Los Tortugas Or New Hanover
Castle Hayne NC 28429 Facility Contact Affiliation
Owner
Owner Name
Owner Type
Empire Distributors of North Carolina Inc
Non -Government
Owner Affiliation
Michael A Kahn
13833 Carowinds Blvd
Dates/Events
Charlotte NC
28273
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
06/13/12 05/29/12
06/13/12 06/13/12
06/13/20
Regulated Activities
Requested/Received Events
State Stormwater - HD - Detention Pond
Deed restriction requested
Deed restriction received
Additional information requested
06/07/12
Additional information received
06/12/12
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S Tunstall, PE
June 8, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms Kelly Johnson, Stormwater Environmental Engineer
NC DENR
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Empire Distributors -- Lot 8A
SW8 120511
Request for Additional Information Response
NT Protect No 12023
Dear Ms Johnson
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J Phillip Norris, PE
We are responding to your comments of June 7, 2012 regarding the subject protect as
follows
1 General
This project is not part of any overall master plan
2 Plans
a The sock pipe Is for subsurface drainage of the parking area only It is not
intended to convey runoff and has no inlets to allow such
b The elevation has been shown on Sheet C3 and Sheet C4
c A note has been added to plan Sheet C3 regarding wetlands
We are enclosing two (2) sets of revised plans for your approval Please contact us If
you have any additional questions or comments Thank you for your assistance on this
project
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, C.
Phllli orns, P E
12023 06-08-12 s-sw response-Itr
cc Mr Michael Kahn 1 Empire Distributors
Mr Dyrc McLeod 1 Empire Distributors
CEIE
J U N 12 2012
8Y
NCBELS License C-3641

A��
NNUCR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P E
Governor Director
June 7, 2012
Mr Michael Kahn, Vice President
Empire Distributors of North Carolina, Inc
13833 Carowinds Blvd
Charlotte, NC 28273
Subject Request for Additional Information
Stormwater Project No SW8120511
Empire Distributors — Lot SA
New Hanover County
Dear Mr Kahn
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
Empire Distributors —Lot 8A on May 29, 2012 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
General Please confirm that this project is not included in an overall master plan that has been
previously permitted
Plans
a Sock Pipe The southern portion of the parking lot will flow to the lowest point which is
adjacent to the forebay The northern portion of the parking lot drains to the east and is
collected in a ditch on the eastern side of the property entering the forebay at elevation
24 65msl There is also a sock pipe in the northern part of the parking lot set level at elevation
24 0msl which drains to the emergency spillway which is not located in the pond but is set at
25 80ms1 How does the sock pipe transport water to the forebay of the pond?
b Temporary Pool Elevation Please show this elevation on the plans
c Wetlands Please either delineate wetlands or include a note that there are no wetlands
onsite
Please remember that a change to one number may have a domino effect on other numbers
Please check all plans, calculations and forms and make changes as needed
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 July_9, 2012, or the application will be returned as incomplete
The return of a project will necessitate resubmittal 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
Wrimington Regional Office
127 Cardinal Dnve Extension Wilmington, North Carolina 28405
Phone [phone] FAX [phone] DEN Assistance 1-877-623.6748
Internet www ncwaterqualiy org
An Equal Opportunity 1 AfgrmMve Action Employer
None Carolina
)aturall

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 kelly p johnson@ncdenr gov
CVKenson
Environmental Engineer
GDSlkpj S M&StormwaterTermits & Projects120121120511 HD\2012 06 addinfo 120511
cc Phil Norris, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

Date Design Norris & Tunstall 70�f
Wilmington, NC
�/Ig J� Consulting Engineers, P.C. Brunswick County, NC
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NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS INC
5/22/2012
WET DETENTION BASIN CALCULATIONS i
Protect Name Lot8A Empire Dist. NKT No 12023
Contact Person J Phillip Norris P E Phone [phone]
For projects with multiple basins, specify which basin this worksheet applies to DA # 1
Description
1-year,24-hour rain event, D, Yr
TSS Removal Rate
Drainage Area, DA =
Pre-existing Impervious Area
Pre-existing Overall % Impervious, IP _
Proposed Impervious Area =
Post Development Pervious Area
Post Development Overall % Impervious,
aty Units Notes
3 67 inches
90 00 %
1 61 ac
0 00 ac
000 %
0 91 Jac
060 ac
6006 %
Volume
Within 0 5 mile & drain to SA waters?
Design Rainfall Depth, D, 5» =
Design Rainfall Depth, D1YR =
Pre-Devolpoment Runoff Volume factor, Rvpfe =
Post Devolpoment Runoff Volume factor, Rvpp t =
1 5" Post-Dev Runoff Volume, V 1 5. pm, =
1 Yr Pre-Dev Runoff Volume, V 1Yr pro =
1 Yr Post-Dev Runoff Volume, V ,Yr pow =
Required Storage Volume =
N
USE FIRST 1 5 INCH
in
in
in/in Rvp„ = 0 05 + 0 009*IPM
infin Rvpo., = 0 05 + 0 009*lp,,.,
fts V 15 pw=3630*D15 *Rvp,,.DA
ft° V 1 yrm = 3630*D, Yr`Rvo,-DA
ft° V 1 Yr p.I=3630*D1 Yr Rv,.I*DA
fO Post Dev @ 15 inch Rainfall Depth
1 50
367
005
059
4,854 83
1,00578
11,878 15
4,854 83
Normal -Permanent Pool Elevation
Normal -Permanent Pool surface area
State Temporary Pool Elevation
State Temporary Pool Surface Area
Provided Storage Volume =
2465
Ift
sf
ft
sf
ft3 OKi Provided V > Required V
7,66000
2520
10,811 00
5,11926
Peak Flow Calculations
C value - pre -development
C value - Impervious surface
C value post -developed
Tc = Time of Concentration
Depth @ Tc & 1-yr = d
Intensity Peak, 1 YR= 1
Pre -development runoff rate (rational method)
Post -development runoff rate (rational method)
0201
min
inches
in/hr
cfs Qp,e=Cp„ x I x DA
cfs Qpm=Cp., x I x DA
' 0 95
065
5 00
016
180
054
177
H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCS112023 LotBA EMPIRE DIST - DWQ Wet Detention Basin

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS INC
5/8/2012
f Volume Calculations —All Volumes Calculated Usma Avu End Area Method
Combined (Above Normal Pool)
Normal -Permanent Pool
Top of Vegetated Shelf
Temporary Pool -Required State Storage
Top of Pond
Main Pond Volume (Excluding Forebay)
Main Pond Bottom (Volume Ignored)
Sediment Removal
Bottom of Veg Shelf
Normal Pool
Forebay Volume (Excluding Main Pond)
Forebay Bottom (Volume Ignored)
Sediment Removal
Normal Pool
Premanent Pool Volume = Main + Forebay
Total Pond Volume = Top to Normal + Main to
Sediment Removal + Forebay to Sediment Removal
Percent Forebay Volume (18 - 22% Required)
Elevation msl
Area (so
Increm V Accum V
2466
7,66000
2515
10,669 00
4,58225
4,58225
2520
1Q 11 00
53700
5,119 25
28A0
22,014 00
19,695 00
24,814 25
Elevation msl
Areas Increm V Accum V
1600
805001
1800
2415
4,212 001
15,427 28 15,427 28
2465
6,200001
2,60300 1 18,030 28
Elevation msl
Areas Increm V Accum V
1800
375 00
2000
2465
1,460001
4,26638 4,26638
22,296 65 cf
47,110 90 1 cf
191% JOKI
Average Depth & Required Surface Area
Permanent Pool Area 7,660 00 sf
Permanent Volume 22,296 65 cf
Average Depth 291 ft
Rounded Avg Depth = 3 001 ft
SA/DA # from "Green Sheet" of Interpolated values for Coastal Region
SA/DA at specified % impervious & 7 66 ft 90% TSS removal, NO VFS Req
rounded average depth=
Required Surface Area = 5,03821 sf
Provided Surface Area = 1,66000 lei OKI
Drawdown Calculations
Drawdown Orifice
Avg Head = 1/3 of Flood Pool Elev
018
ft
Co = Coefficient of Discharge
060
Drawdown Time =
200
days
172.800
s
Internal Diameter =
013
ft
158
in
Drawdown Time =
500
days
432,000
s
Internal Diameter =
008
ft
100
in
Avg Internal Diameter=
129
in
Design Orifice Diameter =
1.50
in OKI
001
ft
Design Drawdown rate
002
cfa
,Design Drawdown time
227
days
H IPROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCS112023 Lot8A EMPIRE DIST - DWO Wet Detention Basin

L
is ?S
PRE-D EV POST D EV
A P
STM POND
Subcat Reach on Link Drainage Diagram for 12023 Lot8A EMPIRE DIST
Prepared by Norris & Tunstail Consuiting Engineers 5/4/2012
HydroCAD® 7 10 s1n 000479 © 2005 HydroCAD Software Solutions LLC

H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST. Type IIl 24-hr 9 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 sln 000479 © 2005 HydroCAD Software Solutions LLC 5/8/2012
Time span=0 00-24 00 hrs, dt=0 05 hrs, 481 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S PRE-DEV
Runoff Area=65,773 sf Runoff Depth>1 66"
Tc=5 0 min CN=77 Runoff=2 91 cfs 0 208 of
Subcatchment 2S POST DEV Runoff Area=65,773 sf Runoff Depth>2 82"
Tc=5 0 min CN=91 Runoff--4 90 cfs 0 355 of
Pond 3P STM POND Peak Elev=25 34' Storage=7,799 cf Inflow=4 90 cfs 0 355 of
Primary=1 24 cfs 0 216 of Secondary=0 00 cfs 0 000 of Outflow=1 24 cfs 0 216 of

H IPROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST. Type 11124-hr 9 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC _ 5/7/2012
Subcatchment 1 S: PRE-DEV
Runoff = 2 91 cfs @ 12 08 hrs, Volume= 0 208 af, Depths 1 66"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-24 00 hrs, dt= 0 05 hrs
Type III 24-hr 1 YR Rainfall=3 80"
Area (sf) CN Description _
65,773 77 Woods, Good, HSG D
Tc Length Slope Velocity Capacity Description
- min (feet).___ (ftrft) (ft/sec) _(cfs)_
50 Direct Entry,
Subcatchment 1 S- PRE-DEV
Hydrograph
F
41
_;
0
LL
29 cfs
I r I I ! I I I I
Type IIII 24-hr 11 YR ,
Rainfal1=3.80"
I 1 I
I V 1 I I I I I
Runoff Area=615, i773 sf
Runollff V61ume=0.208 of
I I I I I
I I I I ! ! ! I I I I
Runoff Depth>1.66,
I 1 I I
Tc-',5.0 niq 'n
I
I E I I 1 I I I I I
CN-77 _I
1 1 1 I I I
! I I I I I I
I I I I I I
I I I I I I I
II I I II I
I
I I I I I
1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
Runoff

H IPROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST. Type lU 24-hr 1 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD& 7 10 sln 000479 © 2005 HydroCAD Software Solutions LLC 5/7/2012
Subcatchment 2S POST DEV
Runoff = 4 90 cfs @ 12 07 hrs, Volume= 0 355 af, Depth> 2 82"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-24 00 hrs, dt= 0 05 hrs
Type Ill 24-hr 1 YR Rainfall=3 80"
Area (sfl CN Descriotion
26,273
80 >75% Grass cover, Good, HSG D
39,500
98 Paved parking & roofs _
65,773
91 Weighted Average
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(ftlft) - (ft/sec) (cfs) _
50
Direct Entry,
Subcatchment 2S. POST DEV
Hydrograph
4 90 cfs
Type 111124-h r 1 YR
Rainfa111=3.80"
RuI
n'I Of Area-6073 sf
I I 1 1 1 1 I
RunoffWlume=0.355 of _ I
I bP'Pth>2.82"
Runoff
1 I I I I I I I 1
Tc=5.0 min
I I I � --
CN=91
I I i i I I I I I I I
I 1 i 1 I I I I 1 I
I I I I I 1 I 1 I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
— Runoff

H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST. Type 11124-hr 1 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
H droCADO 7 10 sln 000479 © 2005 H droCAD Software Solutions LLC 5/8/2012
Pond 3P• STM POND
Inflow Area = 1 510 ac, Inflow Depth > 2 82" for 1 YR event
Inflow =
4 90 cfs @
12 07 hrs, Volume=
0 355 of
Outflow =
1 24 cfs @
12 45 hrs, Volume=
0 216 af, Atten= 75%, Lag= 22 4 min
Primary =
1 24 cfs @
12 45 hrs, Volume=
0 216 of
Secondary =
0 00 cfs @
0 00 hrs, Volume=
0 000 of
Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 05 hrs
Peak Elev= 25 34' @ 12 45 hrs Surf Area= 29,743 sf Storage= 7,799 cf
Plug -Flow detention time= 203 1 min calculated for 0 215 of (61 % of inflow)
Center -of -Mass det time= 102 0 min ( 896 9 - 794 9 )
Volume Invert
Avail Storage Storage Description
#1 24 65'
5,119 cf Storage between Normal Pool & Temp Stg Pool (Prismatic) Listed belo%
#2 25 20'
24,313 cf Flood Storage (Prismatic) Listed below (Recalc)
29,432 cf Total Available Storage
Elevation Surf Area
Inc Store Cum Store
feet
s -ft
cubic -feet cubic -feet
2465
7,660
0 0
2515
10,669
4,582 4,582
2520
10,811
537 5,119
Elevation Surf Area
Inc Store Cum Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
- ,..,0„ _ .
2520
18,516
0
2600
20,839
15,742 15,742
2640
22,014
8,571 24,313
Device Routing
Invert
Outlet Devices
#1 Primary
24 65'
15 0" x 25 O' long Culvert RCP, square edge headwall, Ke= 0 500
Outlet Invert= 24 62' S= 0 0012'1' Cc= 0 900
n= 0 011 Concrete pipe, straight & clean
#2 Device 1
24 65'
1 5" Vert NCDENR ORIFICE C= 0 600
#3 Device 1
25 25'
4.00' x 4 00' Horiz TOP OF BOX Limited to weir flow C= 0 600
#4 Secondary
25 80'
25 0' long x 15 0' breadth Emergency Spillway
Head (feet) 0 20 0 40 0 60 0 80 100 120 140 160
Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63
Primary OutFlow, Max=1 24 cfs @ 12 45 hrs HW=25 34' (Free Discharge)
r2=NCDENR
ulvert (Barrel Controls 124 cfs @ 2 6 fps)
ORIFICE (Passes < 0 05 cfs potential flow)
3=TOP OF BOX (Passes < 148 cfs potential flow)
ec ,ndary OutFlow, Max=O 00 cfs @ 0 00 hrs HW=24 65' (Free Discharge)
=Emergency Spillway ( Controls 0 00 cfs)

H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST Type 11124-hr 1 YR Rainfa!!=3 80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 sin 000479 © 2005 HydroCAD Software Solutions LLC 5/8/2012
3
LL
I
Pored 3P. STNI POND
Hydrograph
Inflow Area=1.510 ac
Peak Elev=25.34'
Storage=7,799 cf
iwzlrrl
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
ary

H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST. Type III 24-hr 1 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
H droCADO 7 10 sh 000479 © 2005 H droCAD Software Solutions LLC 5/8/2012
Hydrograph for Pond 3P: STM POND
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
_ (cfs)
(cfs)
000
000
0
2465
000
000
000
050
000
0
2465
000
000
000
1 00
000
0
2465
000
000
000
1 50
000
0
2465
000
000
000
200
000
0
2465
000
000
000
250
000
0
2465
000
000
000
300
000
0
2465
000
000
000
350
000
0
2465
000
000
000
400
000
0
2465
000
000
000
450
000
0
2465
000
000
000
500
000
1
2465
000
000
000
550
001
9
2465
000
000
000
600
001
26
2465
000
000
000
650
002
53
2466
000
000
000
700
003
94
2466
000
000
000
750
004
153
2467
000
000
000
Boo
005
230
2468
000
000
000
650
007
334
2469
000
000
000
900
010
476
2471
001
001
000
950
012
661
2473
001
001
000
1000
016
894
2476
001
001
000
1050
021
1,194
2480
002
002
000
11 00
028
1,596
2484
002
002
000
11 50
047
2,205
2491
003
003
000
1200
334
4,631
2515
004
004
000
1250
099
7,776
2634
1 23
123
000
1300
043
7,045
2530
069
069
000
1350
034
6,752
2529
043
043
000
1400
027
6,626
2528
033
033
000
1450
024
6,545
2528
028
028
000
1500
021
6,484
2527
024
024
000
1550
018
6,430
2527
021
021
000
1600
015
6,378
2527
018
018
000
1650
013
6,335
2527
015
015
000
1700
012
6,306
2526
0 13
013
000
1750
010
6,281
2526
012
012
000
1800
009
6,253
2526
Oil
Oil
000
1850
008
6,223
2526
010
010
000
1900
008
6,201
2526
009
009
000
1950
008
6,183
2526
009
009
000
2000
007
6,167
2526
008
008
000
2050
007
6,153
2526
008
008
000
2100
007
6,140
2525
007
007
000
2150
006
6,129
2525
007
007
000
2200
006
6,119
2525
007
007
000
2250
006
6,109
2525
006
006
000
2300
005
6,099
2525
006
006
000
2350
005
6,089
2525
006
006
000
2400
005
6,079
2525
005
005
000

H 1PROJECTS12012112023 EMPIRE DISTRIBUTING -LOT A112023 CALCSI
12023 Lot8A EMPIRE DIST Type IN 24-hr 9 YR Rainfall=3 80"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7 10 sln 000479 p 2005 HydroCAD Software Solutions LLC 5/4/2012
Elevation
Storage
(feet)
(cubic -feet)
2465
0
2467
154
2469
311
2471
470
2473
632
2475
796
2477
963
2479
1,131
2481
1,303
2483
1,476
2485
1,652
2487
1,831
2489
2,012
2491
2,195
2493
2,381
2495
2,569
2497
2,759
2499
2,952
2501
3,148
2503
3,345
2505
3,545
2507
3,748
2509
3,953
2511
4,160
2513
4,370
2515
4,582
2517
4,796
2519
5,011
2521
5,305
2523
5,676
2525
6,049
2527
6,422
2529
6,797
2531
7,174
2533
7,551
2535
7,929
2537
8,309
2539
8,690
2541
9,072
2543
9,455
2545
9,839
2547
10,224
2549
10,611
2551
10,999
2553
11,388
2555
11,778
2557
12,169
2559
12,561
2561
12,955
2563
13,350
2565
13,745
Stage -Area -Storage for Pond 3P STM POND
Elevation
Storage
(feet)
(cubic -feet)
2567
14,142
2569
14,541
2571
14,940
2573
15,341
2575
15,742
2577
16,145
2579
16,549
2581
16,954
2583
17,361
2585
17,768
2587
18,177
2589
18,587
25 91
18,998
2593
19,410
2595
19,823
2597
20,237
25 99
20,653
2601
21,070
2603
21,488
2605
21,907
2607
22,327
2609
22,749
2611
23,171
2613
23,595
2615
24,020
2617
24,446
2619
24,874
26 21
25,302
2623
25,732
2625
26,163
2627
26,595
2629
27,028
2631
27,462
2633
27,898
26 35
28,335
26 37
28,773
26 39
29,212

A F-Filed Annual Report
4940600
BUSINESS CORPORATION Do not data enter manually
ANNUAL REPORT
NAME OF BUSINESS CORPORATION Empire Distributors ojNorth Carolina, Inc
FISCAL YEAR ENDING 20121231 STATE Ol' INCORPORATION GA
SECRE I ARY OF STA FE CORPORATE ID NUMBER 0047286
NA I URE OF BUSINLSS Wine/Malt Beverage Dist
REGISTERED AGEN C GUTHRIE, DENNIS L
REGISTERED OFFICE MAILING ADDRESS 719 East Blvd
Charlotte, NC 27610
REGISTERED OFFICE STREET ADDRESS 719 East Blvd
Charlotte, NC 28203-5113 Mecklenburg County
PRINCIPAL OFFICE I ELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS 13833 Carowinds Blvd
Charlotte, NC 28273
PRINCIPAL OFFICE STREET ADDRESS 13833 Carnwindc Blvd
Charlotte, NC 28273
PRINCIPAL OFFICERS
Name David B Kahn
Title President
Address
13833 Carowinds Blvd
Charlotte, NC 28273
Name Michael A Kahn
Title Vice President
Address
13833 Carowinds Blvd
Charlotte, NC 28273
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
David B Kahn
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
David B Kahn
5/16/2012
DATE
President
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE E-Paid MAIL TO Secretary of Stale • Corporations Division - Post Office Box 29525 • Rakish, NC 27626-0525

I
SITE
VICINITY MAP
N.T.S.
"�&cj f,, Tar4i!U 5
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O �wST►N� C�.AOE 38,4 ms I &(-� a,(v
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2L� a ms 1 iolt,

May 17, 2012
Empire Distributors of NC, Inc
3755 Atlanta Industrial NW Parkway
Atlanta, Georgia 30331
Attention Mr Dyrc McLeod
Corporate Director of Operations
Reference Seasonal High Water Table Evaluation
Empire Distributors Truck Parking Lot
4809 Las Tortugas Drive
Castle Hayne, North Carolina
S&ME Project Number 1061-12-215
Dear Mr McLeod
MAY 2 4
f3Y
S&ME, Inc (S&ME) is pleased to provide this report for seasonal high water table
evaluation services at the above -referenced site S&ME was requested by you to perform
these services in preparation for the planned site improvements S&ME has conducted
these services in general accordance with S&ME Proposal 042A-12 (Additional Services)
dated May 9, 2012
PROJECT BACKGROUND
The project site is located on the north side of Las Tortugas Drive, approximately 200
feet east of its intersection with Barbados Drive in Castle Hayne, North Carolina The
site is currently developed woodland
Mr Jody Bland with Norris & Tunstall Consulting Engineers, P C provided us with a
copy of a site plan showing the location of the proposed wet detention basin and the test
location
FINDINGS
The seasonal high water table evaluation was performed on May H, 2012 by advancing a
hand auger boring to a depth of approximately 24 inches below the existing ground
surface at the test location We approximated the location in the field using the provided
site plan and existing features in the field
Soils were evaluated under the guidance of a Licensed Soil Scientist for evidence of
seasonal high water table influence This evaluation involved looking at the actual
moisture content in the soil and observing the matrix and mottle colors Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining
S&ME, INC / 3006 Hall Waters Drive, Suite 1001 Wilmington NC 28405-8786 / p 910 799 99451 f 910 799 99581 www smeinc com

Seasonal High Water Table Evaluations SBME Protect No 1061-12-215
Empire Distributors Trucking Parking Area, Castle Rayne, North Carolina May 17, 2012
A hand Hugel boimg piofile sheet, xvliic.h piovides a desciiptroil of the obscived soil
hortzotis and the determined seasonal high water table, has been preluded with this iepoit
The soil at the test location (13-1) was observed to imige Iiom a loamy Surface horizon to
fine sand and sandy loam subset lace hoiizaiis A Slightly cemented otg,lim pan was
encountered at appio\imately 12 inches below ilie existing giowid Stu face The seasonal
high water table was detei mined to be appiommately 12 inches below the eNistnib giound
sul face at the test location
See Figure 1 (attached) tot the appiommate test location
7 he plovuled site plan Showed the presence of an appiommately 4 to 5 foot deep ditch
Willi flow to the 1101111 which passes tluough the western side of the proposed ielemion
bond and continues north An appioximately G foot deep chic h is piesent acios5 Las
Toitiigas Ditve fiom the site and is less than 100 feet fiom the proposed tetentmn pond
The presence of both of these ditches Was conlitmed m the field These ditches may be
draining the atea of the pioposed retention pond anti iesulttiig rn a seasonal high watet
table that i5 deepet thin what the soil chioma fiom out evaluation nldicates
The Noith Catolma Depattment of Environment and Natural Resouices Best
Management Piac.tices (BMP) \Manual States that stoimwatet devices should not be
located in tuivActional features (i e wetlaods, stteam5, Surface waters) It is out
uncletst,mchiig that the on -Site ditch is not a 1mischctional tecitme
Please note that gloundwatel levels fluctuate tot numetous seasons, and these findings do
not indicate that gioundwatct level-, have not of Will not i ise above the noted depths
Closing
S&N41- appreciates the opportunity to plovidC these SCivic.es to you If you have any
questions, please contact us
Sincerely,
SRWE, lnc.
qiM, � (20/�'r4—F W' �ICoaC
auasteit Robert P WiIIcov, 1i , L S S TES
Protect \Managei Senioi Soil Scientist
PAM RP V/pis
Attachments Figuie I Appiommiale test Lorilion Sketch
Soil Boi m,- Piotile

L
O
SITE f v
V
t o
O
V1GIW(TYMAP
iA ✓r
B-1
ti GOitc�a+ rum+ `
t
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a _ E E
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-a-` � �` � Jr II �w
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V - -�_ .� »���>m n�• ` � J Y � v l 1r� � cress cwro+d��
..
"�
(/ _ • Y__�,' � «--_ ' � `- J I /d7 J�J�rrlrr
1Rp T.
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n'pG1•`ocr t _Y^E .war' .nai r ,+'rrr r'
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LEGEND
- - -
I = -- —• r —
, ,
_
,-----------------------------�
; a
II
RESS ORAYAs`
Ei=Ea BrJi1i_va�n E717EnJ ]I+ I I
00 WDT USE
L9mSMCMN
——
— — — — — — — — — — — — — — — ---- —
SCALE V = 30
C3
Note Drawing provided to S&ME by Norms & Tunstall Consulting Engineers, P C
® Approximate location SCALE NOT TO SCALE APPROXIMATE TEST LOCATION SKETCH FIGURE
of seasonal high water EMPIRE DISTRIBUTORS TRUCK PARKING LOT NUMBER
CHECKED BY RPW
table evaluation *S&MEI 4609 LAS TORTUGAS DRIVE
DRAWN BY PAM CASTLE HAYNE, NORTH CAROLINA 1
DATE 5-11-12 S&ME PROJECT NUMBER 1061-12-215

May 17, 2012
Empire Distributors of NC, Inc
3755 Atlanta industrial NW Parkway
Atlanta, Georgia 30331
Attention Mr Dyrc McLeod
Corporate Director of Operations
Reference: Seasonal High Water Table Evaluation
Empire Distributors Truck Parking Lot
4809 Las Tortugas Drive
Castle Hayne, North Carolina
S&ME Project Number 1061-12-215
Dear Mr McLeod
RECEIVE
MAY 2 4 2011
S&ME, Inc (S&ME) is pleased to provide this report for seasonal high water table
evaluation services at the above -referenced site S&ME was requested by you to perform
these services in preparation for the planned site improvements S&ME has conducted
these services in general accordance with S&ME Proposal 042A-12 (Additional Services)
dated May 9, 2012
PROJECT BACKGROUND
The project site is located on the north side of Las Tortugas Drive, approximately 200
feet east of its intersection with Barbados Drive in Castle Hayne, North Carolina The
site is currently developed woodland
Mr Jody Bland with Norris & Tunstall Consulting Engineers, P C provided us with a
copy of a site plan showing the location of the proposed wet detention basin and the test
location
FINDINGS
The seasonal high water table evaluation was performed on May It, 2012 by advancing a
hand auger boring to a depth of approximately 24 inches below the existing ground
surface at the test location We approximated the location in the field using the provided
site plan and existing features in the field
Soils were evaluated under the guidance of a Licensed Soil Scientist for evidence of
seasonal high water table influence This evaluation involved looking at the actual
moisture content in the soil and observing the matrix and mottle colors Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining
S&ME INC / 3006 Hall Waters Dnve, Sude 1001 Wilmington NC 2B405-8786 / p 910 799 99451 f 910 799 99581www smeinc corn

Seasonal High Water Table Evaluations SBME Protect No 1061 12-215
Empire Distributors Trucking Parking Area, Castle Hayne, North Carolina May 17, 2012
A htuid augei boi mg profile sliect, which pi ovides a desct iption of the obsci ved soil
hotizons and the determined seasonal high watei table, has been included With this tepoil
The soil at the test location (B-1) was obseived to iange from a loamy suiface hoiizoi to
fine sand and sandy loam sibsui iace hot Mons A shglltly cemented of ginuc pan %vas
eneounteied tit appiommately 12 inches below the existing giounci sut face The seasonal
high water table was deteim med to be appioxmiately 12 itiehes below the earsting giounci
sin tote at the test location
See riguie I (attached) lot the appioi,imate test location
the piovicled site plan showed the presence of ai appio\imately 4 to S foot deep ditch
with flow to the north which passes tluough the western side of the proposed ieteition
pond and coi roues iloith An appiommately 6 foot deep dm-h is present acioss Las
Tottugas Diive hom the site and is less (hall 100 feet from the pioposed ietentioii pond
The piesence of both of these thtc,hes was coniit med m the field These ditches may be
diammg the area of the pioposed ieterition pond anti resulting in a seasonal high watet
table that is deeper thin what file soil chi oma fiom out evaluatiai indicates
The Noith Caiolrna Department of Divuomnent and Nattual Resources Best
Mariagemem Piactices (BMP) Manual states that stotinvater devices should not be
located in liuisdictronal features (i e W011111ds, stie:inis, surface valets) It is out
undetstanduig that the on -site ditch is not a fuiisdictimml feature
Please iotc that giouiidwatei levels fluctuate f'oi numeious teasons, and these finding~ do
not indicate that gioimdwatei levels have not of will not iise above the noted depths
Closing
S&IvIR appieciates the oppoitunity to piovide these setvrc.es to you II you have any
questions, please contact Its
Sineelely,
S&iVIE, Inc.
Paul Masteii
Pi olect Manager
PALM f2MIiis
PC) &-q-F W, IICOK
Robeit P Willcox, It , L S S
Senior Soil Scientist
Attachments Fibme I - Appiommale I est Local ion Sketch
Soil Boling Piofite
7m5

Location
B-1
TABLE i
Seasonal High Water Table Evaluation
Soil Descriptions
Empire Distributors Truck Parking Area
4809 Las Tortugas Drive
Castle Hayne, North Carolina
S&ME Project No 1061-12-215
Matrix
Mottle
Depth
Hue/Value
Hue/Value
Horizon
Inches
/Chroma
/Chroma
A
0-6
2 5Y 2/1
E
6-12
1OYR 5/1
Bh
12-24+
1 OYR 2/1
1OYR 5/1
Texture/Structure
Black loamy sand, granular, very
friable
Gray fine sand, single grain, loose
Black sandy loam, moderate
angular blocky, firm, gray sandy
seams present
Seasonal High Water Table = 12" below the existing ground surface

s
SITE
2
YI[ mrrY YAP f G
yr ♦ %
W G r
d W a
/
�'
_ r i �� � ♦w 7 1 ♦ r r l I ,
p 4 y O
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-
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!
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0-,
—--� --may '_!r�j a. I I dli�ilfrr
-� — � r/ ��
-ruX t1GiwL e Orti nC []CiXX: ObM 1/ , I!l11�
rw �-Mi% r� t � -� yq -1�J0� s�.sa -1� , J [� •i I' ! I �Ff1 fl fr
i
^z� L
r Sl
`
�l !'
f
P'y O.a, I [ rl�' �Yli r 1 �Il 1! 1 !I
Vl .r1
z ^ %�
RLEGENO
_ - I
f 12M
-
FSS pRA1y1M'
FaIEa'�4S BCXJL_V__ArEx1EA51%—'I_ ' I I I �F0
00 NOT u5E
I COMCIpy
4,! — _ — _ — — __ —
SCALE 1' = 36
Note Drawing provided to S&ME by Norris & Tunstall Consulting Engineers, P C
Approximate location SCALE NOT TO SCALE APPROXIMATE TEST LOCATION SKETCH FIGURE
of seasonal high water EMPIRE DISTRIBUTORS TRUCK PARKING LOT NUMBER
CHECKED BY RPW 4809 LAS TORTUGAS DRIVE
table evaluation *S&ME1
DRAWN BY PAM CASTLE HAYNE, NORTH CAROLINA 7
DATE 5-11-12 1 S&ME PROJECT NUMBER 1061-12-215

Johnson Kell
From Johnson, Kelly
Sent Tuesday, May 29, 2012 1 02 PM
To 'Phil Norris'
Subject RE Empire Distributors, Lot 8A
OK thanks i will give it to admen to log in and be assigned to someone
7
From: Phil Norris [mailto pnorris@ntengineers com]
Sent: Tuesday, May 29, 2012 10 58 AM
To: Johnson, Kelly
Subject: RE Empire Distributors, Lot 8A
Kelly,
The existing grade is approximately 28 2 feet where the boring was made This would put the SHWT at 24 2 feet or so
We have set the permanent pool elevation at 24 65 feet This is within 6 inches of the SHWT so should be acceptable
Thanks,
Phil
Please note my new address rs onorris@ntenaineers com
J Phillip Norris, P E
Norris & Tunstall Consulting Engineers, P C
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P C and Norris, Kuske & Tunstall Consulting
Engineers, Inc that this electronic information provides design information current as of the date of its release It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P C and Norris,
Kuske & Tunstall Consulting Engineers, Inc makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P C and Norris, Kuske & Tunstall Consulting Engineers, Inc in the
preparation of such data
From: Johnson, Kelly [mailto kelly_p.iohnson@ncdenr gov]
Sent: Tuesday, May 29, 2012 9 54 AM
To: Phil Norris
Subject: FW Empire Distributors, Lot 8A
Phil,
Vince went out there this morning and found the SHWT to be 4-5ft below existing grade From your soils report, it looks
like you found the same But, I need to have that in terms of elevation What is the elevation of the existing grade?

:X
From: Johnson, Kelly
Sent: Friday, May 25, 2012 10 29 AM
To: 'Phil Norris'
Cc: Lewis, Vincent
Subject: RE Empire Distributors, Lot 8A
Phil,
Vince said that he will go out there and take a look
Thanks,
KJ
From: Phil Norris [madto-pnorrisOntengineers com]
Sent: Thursday, May 24, 2012 3 05 PM
To: Johnson, Kelly
Subject: RE Empire Distributors, Lot 8A
Kelly,
This is a standalone project if you read the report you will see that the soil color indicates a SHWT at 12" below existing
grade However, this site has numerous ditches that have modified the drainage We believe the SHWT to be around
24 5±" Do we need to get Vince Lewis to visit the site?
Phil
Please note my new address is ignorrrs(EDntenarneers com
J Phillip Norris, P E
Norris & Tunstall Consulting Engineers, P C
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P C and Norris, Kuske & Tunstall Consulting
Engineers, Inc that this electronic information provides design information current as of the date of its release It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P C and Norris,
Kuske & Tunstall Consulting Engineers, Inc makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P C and Norris, Kuske & Tunstall Consulting Engineers, Inc in the
preparation of such data
From: Johnson, Kelly [mailto kelly p johnsonCa)ncdenr.aovl
Sent: Thursday, May 24, 2012 2 05 PM
To: Phil Norris
Subject: Empire Distributors, Lot 8A

Phil,
We received this application today, and I have two quick questions for you
1) Subdivision Is this lot in a permitted master permit, or is it just a stand-alone project?
2) SHWT What is the SHWT elevation? The soils report says it is 12" below existing grade, but it doesn't provide
elevation information
Thanks,
KJ
*** My email has changed to kelly p johnsoni?ncdenr.gov
1-- itL .tW Oh KSOI&
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office* 910 796.7332
Fax- 920,350.2004
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
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q

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
EMPIRE DISTRIBUTORS -- LOT 8A
New Hanover County, North Carolina
For
Empire Distributors of North Carolina, Inc
13833 Carowmds Boulevard
Charlotte, NC 28273
704-588-9463
CARP ft
11966 "
18- r�-Q
�!" O� '
pH1LLIP
May 2012
Prepared by
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 Floral Parkway, Suite 400
Wilmington, North Carolina 28403
[phone]
[phone] (Fax)
License # C-3641
N&T Project No 12023
R
ECEIVE'
MAY 2 4 1011
BY.—

NARRATIVE
DESCRIPTION
The project site is a 165 acre tract located in Island Park Lot 8A in New Hanover
County The soils of the site consist of silty loamy soils and grades ranging from 0 5%
to 2% Approximately 166 acres will be graded to allow construction of a paved parking
lot The runoff from the site is estimated using the rational method 10-year design
storm and rainfall data for the area Construction is scheduled to begin as soon as all
permits and approvals are obtained
The project consists of a parking lot expansion and stormwater pond
Approximately 1 66 acres will be disturbed and 0 89 acres (54%) will be covered by
impervious surfaces
EROSION CONTROL MEASURES
The attached plans and specifications outline the requirements for erosion
control measures Silt fencing will be provided where stormwater would be expected to
sheet flow from disturbed areas directly to adjacent property Gravel check dams will
not be provided unless the Contractor has to temporarily discharge into an open ditch
instead of the proposed storm drain outfall The detention pond will be used as a silt
basin during construction and restored to its design contours prior to completion A
gravel construction entrance will be constructed at the adjacent existing driveway
entrance Maintenance will be provided by the grading contractor and developer
STORMWATER MANAGEMENT MEASURES
The project site is located in New Hanover County Land disturbing on the site
will exceed one acre, which requires the site to comply with the State Regulations The
stormwater runoff from the development will be directed to the wet detention pond The
stormwater detention pond was designed to accommodate this site at 54% impervious
area lot coverage
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations Additional silt fence will be installed
when and if conditions warrant during construction The detention pond/silt basin will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed Disturbed areas will be landscaped or seeded upon
completion

EROSION CONTROL NOTES AND MAINTENANCE PLAN
All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall
2 All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain proper depth They
will be maintained in a condition to prevent mud or sediment from leaving the
site Immediately remove objectionable material spilled washed or tracked onto
the construction entrance or roadways
3 Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed Debris will be removed from the rock and hardware cloth to allow
proper drainage Silt sacks will be emptied once a week and after every rain
event Sediment will be removed from around beaver dams, dandy sacks and
socks once a week and after every rain event
4 Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area The diversion ridges will also be repaired
Swales must be temporarily stabilized within 21 calendar days of cease of any
phase of activity associated with a swale
5 Sediment will be removed from behind the sediment fence when it becomes half
filled The sediment fence will be repaired as necessary to maintain a barrier
Stakes must be steel Stake spacing will be 6 feet max with the use of extra
strength fabric, without wire backing Stake spacing will be 8 feet max when
standard strength fabric and wire backing are used If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it
becomes half -full of sediment, no longer drains as designed or is damaged
6 Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment Rock will be cleaned or replaced
when the sediment pool no longer drains or if the rock is dislodged Floating
skimmers will be inspected weekly and will be kept clean
Land Quality Requires
7 All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover All slopes will be stabilized within 21 calendar days All other
areas will be stabilized within 15 working days

Water Quality Requires
8 All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover All perimeter dikes, swales, ditches, perimeter slopes, all
slopes steeper than 3' horizontal to 1' vertical (3 1) and all high quality water
(HQW) zones shall be provided temporary or permanent stabilization with ground
cover as soon as practicable but in any event within seven (7) calendar days
from the last land -disturbing activity All other disturbed areas shall be provided
temporary or permanent stabilization with ground cover as soon as practicable
but in any event within fourteen (14) calendar days from the last land -disturbing
activity
9 Flocculants will be used to address turbidity issues The pumps, tanks, hoses
and inject systems will be checked for problems or turbid discharges daily
10 Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs,
other water impoundments, ground surfaces, or other property as required by State
and Local regulations
12 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations
13 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas Temporary
and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period Use the specified seed for both
temporary and permanent seeding
2 PRODUCTS
21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small gram straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye gram Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent
27 Sift fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center The bottom of the fabric shall be buried a minimum
of 6 inches
28 Gravel for check dams shall be #57 washed stone
29 Aggregate for construction entrance shall be #4 washed stone

210 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown
3 EXECUTION
31 General Take every practicable measure during construction or suspension to
work to minimize erosion and siltation Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover
32 Construction Practices
3 2 1 Avoid dumping sod or sediment into any wetland or watercourse
3 2 2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
3 2 3 Avoid equipment crossings of streams, creeks, and ditches where practicable
3 2 4 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise shown
or directed
33 Temporary Physical Barriers are required where sedimentation on offsite property
or excessive erosion is a problem
3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required
1 Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet Jute and mesh
should be installed as per manufacturer's instructions
2 Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw
3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site Clean silt fence of accumulated sediment after each rainfall event
or when it exceeds a depth of 0 5 feet above natural grade
3 3 3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side Remove sediment if accumulated to a depth of 10 feet at upstream
face
34 Vegetative Cover Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work

3 4 1 Preparation of Seedbed Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared Lime,
phosphorous and fertilizer shall be applied during the scarification process in
accordance with the following rates
Lime 45 pounds per 1000 square feet
Phosphorous 20 pounds per 1,000 square feet
Fertilizer 17 pounds per 1000 square feet
342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture Seed shall be worked into the bed to a depth of 1/4
inch Regrade and seed eroded areas immediately
3 4 3 Mulch all areas immediately after seeding Mulch shall be applied and anchored as
specified hereinbefore Reapply as necessary to retain cover until grass is
established
35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed Remove sod if accumulated to a
depth greater than 0 5 inches
36 Maintenance The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure Permanent streambank protection and grassed areas
shall be maintained until completion of the project Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired
END OF SECTION

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S Tunstall, PE
May 22, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms Jo Casmer
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re State Stormwater Permit Submittal
Empire Distributors — Lot 8A
New Hanover County, NC
N&T Project No 12023
Dear Ms Casmer
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J Phillip Norris, PE
Enclosed are two (2) sets of plans for the above referenced project, which include the
drainage area plans, one (1) set of calculations, one (1) copy of the stormwater
narrative, one (1) USGS map, one (1) copy of the soils 1 infiltration system report, one
(1) copy of the deed, one (1) copy of the Articles of Organization, the original Division of
Water Quality Stormwater Management Permit application, the original SW-401 Wet
Detention Basin Supplement form, the original Wet Detention Basin Operation and
Maintenance Agreement and a $505 00 check for the permit review fee
Please review this information for approval and contact us with any questions or
comments you may have Thank you for your assistance on this project
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P
J PhittrfS Norris,
PN/neh
12023 05-22-12-s-sw-Itr
Enclosures
EC IV
MAY 2 4 2012
BY -
cc Mr Dyrc McLeod 1 Empire Distributors
Mr Michael A Kahn 1 Empire Distributors
NCBELS License C-3641

10,11Z4178
CO
r
Jennifer H MacNeish
Register of Deeds
New Hanover County, NC
Electronically Recorded
2012 May 09 11 36 AM RE Excise Tax $380 00
Book 5639 Page 1541 Fee $26 00
Instrument Number 2012015418
Non -Standard Fee
necelve
MAY 2 4 1011 D
BY
NORTH CAROLINA GENERAL WARRANTY DEED
Revenue Stamps S3aQM —
Account No. Parcel Identifier No P rt of R01100-008-011- 04
Mail after recording to
This instrument was prepared by. David G Martin Smith Moore Leatherwood LLP 300 North Third Street,
Suite_301, Wilmington, NC 28401 LVtbRIg title examination)
Brief description for the Index Lot 8A. Island Park
THIS DEED made this day of April, 2012 by and between
GRANTOR
AUIOPARKAS9OMM OF WKMINGTON,LLCJ
allorihCarnl6alimited liability company
4951 New Centre Drive
Wilmington, North Carolina 28403
GRANTEE
EMPIRE DISTRIBUTORS OF NORTH
CAROLINA, INC., a Georgia corporation
3755 Atlanta Industrial Parkway
Atlanta, Georgia 30331
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in New Hanover County,
North Carolina and more particularly described as follows
BEING ALL of Lot 8A, Island Park, containing approximately 165 acres, as shown on a
plat thereof entitled "Island Park, Lot 8A,1 65 Acres +/-" which is recorded in Map Book
WILM1-subnittedjelectronicall by "Myatt Early Harris Wheeler LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover county Register of Deeds.

�, page 335 in the Office of the Register of Deeds of New Hanover County, North
Carolina (the "Plat"), reference to which Plat is hereby made for a more complete
description
Together with and including, but without warranties of title from the Grantor, all rights
associated with those instruments recorded in Book 2434, page 273 and Book 2666, page
770, New Hanover County Registry.
Subject, however, to, ad valorem taxes not yet due and payable, all governmental land use
statutes, ordinances and regulations, including, without limitation, zoning, subdivision and
building regulations, and the additional permitted exceptions shown on the attached
Exhibit A
The property herefnabove described was acquired by Grantor by instrument recorded in Book 2408,
page 855, New Hanover County Registry
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee, that Grantor is seized of die premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, except for the exceptions herein stated
The property described herein O does ffi does not include the primary residence of the Grantor
(SIGNATURE PAGE AND NOTARY ACKNOWLEDGMENT FOLLOWS)
WTLMfNGTON46384 3 2

IN WITNESS WHEREOF, the Grantor has hereto caused this instrument to be executed by
its duly authorized manager the day and year first above written
GRANTOR:
AUTOPARK ASSOCIATES OF WILMINOTON, LLC
By.
Name R Allen Rippy
Title- Manager�tle"t,ew-
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in
the capacity indicated- R. Allen Rippy. Manager of AutogVk As&aciates of W_ Ilmtng_on. LLC
Today's Date April J_]_ 2012
as name appears on seal]
'Pik, [Notary's printed name as name appears on seal]
pugLlC � My commission expires `2 1 �� � ZC !`j _
�R /.6``
1lli
[Affix Notary Seal in Space Above]
WILMINGTON 46384 3 3

Exiubit A
Permitted Exceptions
l , The lien of all taxes for the year 2012 and thereafter, which are not yet due and payable
2 Declaration of Restrictions, Covenants and Conditions of "Island Park," recorded in Book
1996, Page 667 with the Register of Deeds for New Hanover County, North Carolina, as amended by
Amendments recorded at Book 2433, Page 44 and Book 2613, Page 457, aforesaid records
3 Building restriction lines, easements, and any other matters shown on map or plat recorded In
Plat Book 50, Page 133, Book 36, Page 387, Book 35, Page 294, Book 39, Page 80, and Book 6,
Page 90, all aforesaid records
4 Assignment of Declarant Rights recorded in Book 2433, Page 39, aforesaid records
Mutual Access and Utility Easement recorded in Book 2434, Page 273, aforesaid records
6 Deed of Easement recorded in Book 2666, Page 770, aforesaid records
7 Easement or right-of-way in favor of Tidewater Power Company recorded in Book 342, Page
544, all aforesaid records
8 Easement(s) or rights) -of -way m favor of Carolina Power and Light Company recorded in
Book 542, Page 120, Book 1055, Page 409, Book 1191, Page 1636, Book 1200, Page 1488, Book
2083, Page 177, Book 1250, Pages 79 and 80, and Book 844, Page 744, all aforesaid records
9 All matters disclosed by that certain ALTA/ACSM Survey of Island Park, Lot 8A, prepared
by Michael Underwood and Associates, PA, and dated Apnl , 2012,
WILMINGTON 46384 3 4

r-Sk"

Completeness Review Checklist
Project Name. �� _ �t�i3�F�tt� _ '� � fl Received Date dU (YIA-4 Ala
Project Location Accepted Date Z.
Rule(s) 01<008 Coastal 1:11995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit Sw>
Mod or PR TExisting Permit # (Mod or PR) �PE Cert on File?
1 IY
Density. HD or LD Type Commercial or Residential �NCG
`Yogb�(�o OK?) Stream` Cla�s: �SA Map Off to SW8
Subdivided?.
Paperwork Emailed Engineer on tr
ISupplement(s) (1 original per BMP) BMP Type(s) "IUD
09M with correct/original signatures (1 original per BMP except [S/VFS and swales)
rq<P-P-Iication with correct/original signatures
Y
rp or LLC Aut per SoS or letter Note to Reviewer: L �'
505 (within 6mo)`"n
�bo�.St�icrn � 8f�7 ,�eo � •
oils Report with SHWT ---304p f%oN ar%
aiculations (signed/sealed)
�No obvious errors 5 �c
P
Density includes common areas, etcd Restrictions, if subdivided
n5tgned & Notarized
Plans
bilSe ts
Grading
Vicinity Map
Legend
Infiltration
Soils Report.
ttom
Additional Information -
Nermittea
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc) 'homw
r
Wetlands Delineated or No Wetlands
Layout (proposed BUA dimensions)
�DA MapsProject Boundariess
Wet Pond
Soils Report
SHWT
PP
"Offsite
OPE Cert for er
Deed st for Master
Permitted (Master)
Proposed (Offsite)
Lot #
Lot # Matches Master
sf
sf