SW8100708_APPLICATION_20100803 (2)

} DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-
00.
w /oe
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph lI - Post Construction
(select all that apply) XNon-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Top Tobacco 2010 Warehouse Expansion
2. Location of Project (street address):
City:Lake Waccamaw County:Columbus
3. Directions to project (from nearest major intersection):
From the intersection of NC 211 and US 74/76, take US 74/76 west for 7.5 miles turn left onto SR 1735 then
turn left on Top Tobacco Road
4. Latitude:34° 19' 42" N Longitude:78° 31' 36" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberN/A , its issue date (if known)N/A , and the status of
construction: ❑Not Started ❑Partially Completed" ❑ Completed" "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the Stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
4, a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 11_ ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit•.N/A
FOnnSWU-101 Version06Ma}2010
Page I of 6
AUG 0 5 2010
BY:

III, CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Signing Official & Title:Claus Platt, President Cf folf %[otLcce, /l 4"f=*uy,,a t.__irr- , occur
b.Contact information for person listed in item I above:
Street Address:204 Top Tobacco Road
City:Lake Waccamaw State:NC Zip:28450
Mailing Address (if applicable):P.O. Box 205
City:Lake Waccamaw State:NC Zip:28450
Phone: (910 ) 646-3014 Ext 4121 Fax: (910 ) 646-3304
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( )
Email:
State: Zip:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Norris Kuske & Tunstall Consulting Engineers, Inc.
Signing Official & Title:I. Phillip Norris, P.E
b.Contact information for person listed in item 3a above:
Mailing Address:902 Market Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 287-5900
Email:[e-mail]
4. Local jurisdiction for building permits:
Point of
Fax: (910 ) 287-5902
Phone #: ( )
1"Ale-
AUG 0 5 2010
Form SWU-101 Version 06May2010 Page 2 of

IV: PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
wet detention pond
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 3.421 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':3.421 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded strictures, the area
between the banks of streams and rivers, the area below the Normal High Water (N;q line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 70 %
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Lake Waccamaw
Stream Class *
B;Sw,ORW
Stream Index Number *
15-2
Tohil Drainage Area (so
160,478
On -site Drainage Area (so
160,478
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
112,332
% Impervious Area** total
70
Impervious" Surface Area
Draina e Area 1
Draina ge Area
Draina a Area
Draina a Area _
On -site Buildings/Lots (so
80,940
On -site Streets (so
9,050
On -site Parking (so
On -site Sidewalks (so
682
Other on -site (so
0
Future (so
21,660
Off -site (so
0
Existing BUA*** (so
0
Total (so:
112,332
* Stream Class and Index Number can be determined at: h�://portal.ncdenr.or eblunl[ps/csu/classifications
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will rennin after development. Do not report and existing BUA that -
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version 06May2010 Page 3 of i AUG 0 5 2010

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DtVQ Central Office .staffto check if the project is located within a Threatened &
Endangered .Species watershed that may be subject to more stringent stormwater requirements as per NCAC 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stornwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htty://vortal.ncclenr.orti/web/wo/ws/su/bmo-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http//portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at hM2://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://portal.ncdenr.ory/web/wq/ws/su/statesw/forms does.
In't s
1. Original and one copy of the Stormwater Management Permit Application Form. Alm
2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants --l�—
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M olaou
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to 4:)4AI%
ham://www.envhelporg/pages/onestopexpress.html for information on the Express program U'
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor U
the project. This is required in addition to the brief summary provided in the Project 0
Information, item 1.
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the Q1070 /��
receiving stream drains to class SA waters within th mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, &dated), including: /V
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document). —
p. Vegetated buffers (where required).
FormSWU-101 Version06May2010 Page 4of6 AUG 0 5 2010

11
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: q8 q Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC .-.-
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
litt]2://www.secreta[y.state.nc.us/CorRorations/­CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:l. Phillip Norris, P.E.
Consulting Firm: Norris, Kuske & Tunstall Consulting Engineers, Inc.
Mailing Address:902 Market Street
City:Wilmington State:NC Zip:28401
Phone: [phone]
Email: [e-mail]
Fax: (910 ) 287-5902
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Infornmtion, item 1 a) with (print or hype name of organization listed in
Contact Information, item 1b) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06May2010 Page 5 of 6
AUG 0 5 2010
3

As the legal properly owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of tip to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Da
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (Print or type(tine of person listed n C tact Information, iteru 1a) Claus Plattcertify that thor tion includ d on his perm' placation form is, to the best of my knowledge, correct and
that the projecl a constructed 'n c f man th the approved plans, that the required deed restrictions
and protectivev to is will be re e t e proposed project complies with the requirements of the
applicable sto to r s�u adder 1 0, SL 2006-246 (Ph. II - Post Construction) or SL 2005-211.
Signature: I ,vV� ` .'Date: 0�
1, �Qrt i �1 F f ' �"r 1 t •cam a Notary Public for the State of ry C' County of
CD Itkl'" JUS do hereby certify that (210JAS �1Q 4-+ personally appeared
before me this 1: day of kOU5 c�010 , and ac lle.d^ge thedue gNecution of the application for
a stornwater permit. Witness my hand and official seal,
i
Form SWU-101 Version 07Jun2010
SEAL.
My commission expires 3 - 2q- aoj s
AUG 1 6 2010
Page 6 of 6

Permit No. tL as Ill
(to be provided by DWQ)
dkT 09e90
®�� o�oF wn
rFgoG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out end submitted along with all of the required information.
I PROJECT INFORMATION
Project name Top Tobacco 2010 Warehouse Expansion
Contact person J. Phillip Norris, P.E. I Norris, Kuske & Tunstall ConsulUng Engineers, Inc.
Phone number 910-287-5900
Date 7-1-2010 rev 8.23.10
Drainage area number 1
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PielPosl l-yr, 24-hr peak How control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, lop elevation (bottom of pond)
Sediment cleanou6 bottom elevation
Sediment storage provided
Is there additional volume stored above the state-mquired temp. pool?
Elevation of the top of the additional volume
Forth SW401-Wel Detention Basin-Rev.e-9117N9
160,478 ft'
112,332 tC
70.00 %
1.0 in
9,094 ft3 OK
10,278 ft3 OK, volume provided is equal to or in excess of volume required.
fit"
ft3
ft3
ft3
to
Y (Y or N)
3.2 in
0.20 (unitless)
0.71 (unitless)
4.44 inlhr OK
3.30 Wisec
11.61 ftslsec
8.31 ftslsec
64.10 fmsl
63.40 brat
63.90 fmsl
63.90 hnsl
62.90 hnsl Data not needed for calculation option #1, but OK if provided.
55.00 host
53.00 final Data not needed for calculation option Ill but OK if provided.
2.00 it
N (Y or N)
fmsl
AUG 2 6 MID
Pans I. & 11. Design Summary, Page 1 of 2

Permit No.
(to ce provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 16,284 ftt
Area REQUIRED, permanent pool
11,233 ft'
SAIDA ratio
7.00 (uni8ess)
Area PROVIDED, permanent pool, Ape,,, w
12,323 fl`
OK
Area, bottom of 1Oft vegetated shelf, A„.a
6,468 ft:
Area, sediment cleanoul, lop elevation (bottom of pond), Aca.d
833 ft`
Volumes
Volume, temporary pool
10,278 ft'
OK
Volume, permanent pool, Vpemyw
41,283 it'
Volume, forebay (sum of forebays if more than one forebay)
8,612 ft'
Foebay %of permanent pool volume
20.9% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
7.00 (unidess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, Vp
41,283 ft'
_pw
Area provided, permanent pool, Ap jm
12,323 ft`
Average depth calculated
3.35 It
OK
Average depth used in SAIDA, d.., (Round to nearest Hill
3.5 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, A._,,
12,323 ft`
Area, bottom of 10ft vegetated shelf, Aw ram
6,468 ft"
Area, sediment cleanoul top elevation (bottom of pond), Awes
833 f?
'Depth' (distance b/w bottom of 1 Oft shelf and lop of sediment)
7.90 ft
Average depth calculated
3.35 it
OK
Average depth used in SAIDA, d., (Round to nearest 0.511)
3.5 It
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if-noncimular)
in
Coefficient of discharge (GO)
0.60 (uni8ess)
Driving head (Ho)
0.23 It
Drawdown through weir?
N (Y or N)
Weir type
(uni8ess)
Coefficient of discharge (C..)
(uni8ess)
Length of weir (L)
ft
Driving head (H)
it
Pro -development 1-yr, 24-hr peak flow
3.30 ft'Isec
Post -development 1-yr, 24-hr peak flow
11.61 ft3lsec
Storage volume discharge rate(through discharge orifice or weir)
0.05 ft/sec
Storage votume drawdown time
2.06 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orrice?
Y
(Y or N)
OK
Freeboard provided
1.9 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
N
(Y or N)
Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build-oul?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump out
Form SW401-Wet Detention Basin-Rev.8-9117/09 Parts I. a It. Design Summery, Page 2 of 2
AUG 2 5 2010

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
ffiitls Sheet No.
40%
C'f
1. Plans (1" - 50' or larger) of the entire site showing:
✓- Design at ultimate build -out,
NJ k - Off -site drainage (if applicable),
,/- Delineated drainage basins (include Rational C coefficient per basin),
✓- Basin dimensions, DemlL s OfEr /* 4
✓- Pretreatmentsystem, Nlpc
✓- High flow bypass system, ta(M
✓- Maintenance access, vSE 6usrw5prL.
✓- Proposed drainage easement and public right of way (ROM, u(n
✓Overflow device, and
✓Boundaries of drainage easement. u (A,
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
✓Outlet structure with trash rack or similar,
✓Maintenance access, s00M- ct
✓Permanent pool dimensions,
✓Forebay and main pond with hardened emergency spillway,
(Basin cross-section,
,/Vegetation specification for planting shelf, and
✓Filter strip. N1A,
3. Section view of the wet detention basin (1" = 20' or larger) showing:
✓Side slopes, 3:1 or lower,
✓Pretreatment and treatment areas, and N In-
✓- Ilnlet and outlet structures.
L 3 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin. E c Ylp-R # 1
CA'Q5 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verily volume provided.
C'5 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized. SEc Ec- 5TA-bh.A1A11an W oT%i 4 rw^o 7e pr uCch
CldX3 7. The supporting calculations. AS Ec 0>4,.5In
Tg!q� 6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
ujlt 9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev,8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

Permit Number: ✓ �v /w ���
(to he provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element-
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4
F;_v
AUG 0 5 2010
.
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4
AUG 6 2010

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The treasuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 88:4 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.4 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Perntanent Pool Elevation 63.40
Sediment Removal . 6010 Ve anen Pool
------------ Volume Sediment Removal Elevation 5500 Volume
Bottom Elevatio 58.00 -ft Min.
Sediment Bottom Elevation 53.00 I-ft n.
Storage Sedimeni
Storage
FOREBAY MAIN POND --
AUG 2 6 2010
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:'fop'fobacco 2010 Warehouse Expansion
BMP drainage area number:I
Print name:Claus Platt for Top Tobacco L. P.
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
Sarah IA _ C 0 r�n0.n , a Notary Public for the State of
N C , County of CO 1 u rn buS , do hereby certify that
C.I O u s P IC,++ personally appeared before me this Z154
day of c )U rv- D 10 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires 3 -aq - a.OI S
Form SW401-Wet Detention Basin O&M-Rev.4 AUG 0 5 2010
Page 4 of 4

i
State Stormwater Management Systems
Permit No. SWB 100708
Top Tobacco - 2010 Warehouse Expansion
Stormwater Permit No, SWB 100708
Columbus County
Designer's Certification
1 J. Phillip Norris , as a duly,registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Top Tobacco - 2010 Warehouse Expansion
(Project)
f.Flaus Platt, President - Top Tobacco L. (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications,
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Paae 7 of 8
CARO,
SS/Ow.• �9
SEAL '
t 11966
i
0INsle /Qi

State Stormwater Management Systems
Permit No. 08100708
Certification Requirements:
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4._ All roof drains are located such that the runoff is directed into the system.
The outlet structure elevations are per the approved plan.
outlet structure Is located per the approved plans.
Trash rack is provided on the outlet structure.
elopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
-!— circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
/ provided.
12. Required drawdown devices are correctly sized and located per the
,,— approved plans.
required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
All components of the sto►mwater BMP are located in either recorded
common areas, or recorded easements.
NCDENR-DWQ Regional Office
Columbus County Building Inspections
Pape 8 of 8

Casmer, Jo
From: Nelson, Christine
Sent: Tuesday, August 02, 2011 2:24 PM
To: Casmer, Jo
Subject: FW: State Stormwater Certification - SW8 100708
Attachments: 09090 07-27-11 w-sw cert.pdf
Can you enter in BIMS? And make sure a copy gets in the file? Or is that too much?
I already saved it to the s drive.
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and maybe disclosed to third parties unless the content is exempt by statute or other regulation.
From: Scott, Georgette
Sent: Tuesday, August 02, 2011 2:18 PM
To: Baker, Chris; Cox, David; Johnson, Kelly; Lewis,Linda; Nelson, Christine; Pusey, Steven
Subject: FW: State Stormwater Certification - SW8 100708
Who is working this project? Here is the certification.
Ceorgctlo Snttl
Slurunnlcr Prograsu Supervisor
State slominuecr Ploglllm
NC Division of %vater Q'I.Aly
127 Cardinal Dtive Ext.
\Vilmiul,„uu, NC 2840.5
Phonc (910) 79(:73:1.5
Fax [phone]
Email concspoude.nrc to and from this address may he subject to the Noiili Carolina Pnblic Records I:nv and nmy Iw disclosed to third panics.
From: Nancy Howell[mailto:[e-mail]
Sent: Tuesday, August 02, 2011 1:52 PM
To: Scott, Georgette
Subject: State Stormwater Certification - SW8 100708
Ms. Scott,
Attached is a copy of the Designer's Certification for Top Tobacco — 2010 Warehouse Expansion permit no. SW8 100708
for your information and use. Should you have any questions, please advise.
Nancy
Please note my new email address is nhowell(clnteneineers.com
Nancy E. Howell
Brunswick Office Manager
nhowell(o)ntengineers.com
910-287-5900
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420

It i;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.

(MEIiORY TRANSMISSION REPORT
FILE NO. 560
DATE 09.01 08:08
TO : 8 919106463304
DOCUMENT PAGES 9
START TIME 09.01 08:08
END TIME 1 08:11
PAGES SENT 9
STATUS U.OK
B.wr(y 8.w P r�I .� Gw.roor
*** SUCCESSFUL TX NOTICE
TIME :09-01-'10 08:11
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
#k#
Wp. rtmant of Eovlronmsnf ... N .l R�ourcq
wum#nQ<on Rnymoa omc. ,
FAX COVER sml nw
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Gr �.ai� s � e -✓
127 Cvdln.l l>rlve (.10) 7"-7315 . 1 Q ..l OP✓erNnity AR1r�n.[IveIIII Q,.,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly F.aves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date:
To: L/JL�ijUs�/�/L6i >T
Co: v Ida O
Fax: lx/ q'
Re:
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 0 [phone] 9 An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :09-01-'10 08:13
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
FILE NO.
561
DATE
09.01 08:09
TO
R 92875902
DOCUMENT PAGES
9
START TIME
8:12
END TIME
09.01 08 13
/I
PAGES SENT
STATUS
I OK
*** SUCCESSFUL TX NOTICE
Rm[n or Nnrab C�.ouob
1<wlurtmwnt n1 Movaronment nod Nn<urnl Rroorur
WHmasQaon Roglnnoa l)Tce _ ,
dsaw(y Rives Mro �, t:wnrnor l�'.b.X Ct)Vb:<t SlflP.E1' Ds� F}mnnn. 9wcreanry
To: Yam'//J �'G /YO //i �' Prom: Jo Gelner
Co: /•� /L- o� � p. phon¢ (91t)1 796-0336
Pnxv 19101350-2004
.SW g /Od 70 jT'
.13'I Cxrd4nl Ur1ve Hx1a�rlm4 Wllminpinn, NC 3M01 � f9ae) v%-v2f 3 r M ¢9vel OpporaunlH Af1G.mmlve ACHon HmVloYen

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date:
To:
Fax:
Re: /O�"/061��GD �Cl/�/IOVSE
SCE g /DD 7D l�
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
6J"�' 5% OIj
i i-ss - /ia �- d e,o�'X / *,? m .r , L ,
127 Cardinal Drive Extension, Wilmington, NC 28405 a [phone] a An Equal Opportunity Affirmative Action Employer

Permit Number SW8100708
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.nelson
Coastal SW Rule
HQW/ORW Stormwater
Permitted Flow
Facility Name
Top Tobacco 2010 Warehouse Expansion
Location Address
204 Top Tobacco Rd
Lake Waccamaw
Owner Name
Top Tobacco LP
NC 28450
Scheduled
Orig Issue App Received Draft Initiated Issuance
08/31/10 08/05/10
Central Files: APS SWP
08/31/10
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Columbus
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Claus Platt
PO Box 205
Lake Waccamaw
NC 28450
Public Notice Issue Effective Expiration
08/31/10 08/31/10 08/31/20
Regulated Activities Reauested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Additional information requested
08/12/10
Additional information received
08/16/10
Additional information requested
08/20/10
Additional information received
. 08/25/10
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
WET DETENTION BASIN CALCULATIONS
ect Name: Top Tobacco Expansion NKT No: 09090
itact Person: John Phillip Norrs, P.E. Phone: [phone]
projects with multiple basins, specify which basin this worksheet applies to: N/A
8/20/2010
Description Qty Units Notes:
1-year,24-hour rain event 3.22 inches from NOAA & project location
Drainage Area, DA = 3.684 ac total to pond
Pre-existing Impervious Area = 0.000 ac
Pre-existing Overall % Impervious, Ip = 0.00 %
Proposed Impervious Area = 2.579 ac total BUA to pond
Post Development Pervious Area = 1.105 ac total proposed impervious to pond
Post Deveoplment Overall % Impervious, I.,t = 70.00 %
Volume
Within 0.5 mile & drain to SA waters?
Design Rainfall Depth, D =
Pre Devolpoment Runoff Volume factor, Rvpre _
Pre -Development Runoff Volume, V
Post Devolpoment Runoff Volume factor, RvP0,t =
Post Development Runoff Volume, Vpo„=
Required Storage Volume =
Permanent Pool Elevation
Permanent Pool surface area
State Temporary Pool Elevation
State Temporary Pool Surface Area
Provided Storaqe Volume =
N USE FIRST 1.0" SINCE ORW & NON -COASTAL
1.00 in
12,323
64.10
Peak Flow Calculations
value pre -developed
value post -developed
: = Time of Concentration
-pth @ Tc & 1-yr = d
:ensity Peak, 1 YR= I
e-development runoff rate (rational method)
Ist-development runoff rate (rational method)
0.20
0.71
10 min
0.74 inches
r_______4_4_41in/hr
3.30
11.61
Rvpre = 0.05 + 0.009'IPM
VPM = D/12 x Rvpre x DA'43560
RvP" = 0.05 + 0.009'Ip,,
Vp,, = D/12 x Rv,,r x DA'43560
Post Dev. @ 1.5 inch Rainfall Depth
ft
sf
ft
sf
from NCDENR BMP Manual
determined from site conditions
from NOAA & project location
Q C.xIxDA
xIxDA
AUG 2 5 2010
H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\DWQ POND - SIMPLE VOLUME - 8-20-10

NORRIS, KUSKE TUNSTALL
CONSULTING ENGINEERS, INC.
I of Top of Pond
I of State Sig Elevation
I of Top of Vag Shelf Elevation
I of Normal Pool Elevation (combined Forebay & Main Pond)
of Pond Elevation
State Stg Elevation
Top of Veg Shelf Elevation
Normal Pool Elevation
of Top of Pond Elevation to Normal Pool Elevation
Main Pond Volume (Excluding Forebay)
Area of Normal Pool Elevation
Area of Bottom of Veg Shelf Elevation
Area of Sediment Removal Elevation
Normal Pool Elevation
Bottom of Veg Shelf Elevation
Sediment Removal Elevation
of Normal Pool Elevation to Sediement Removal Elevation
Forebay Volume (Excluding Main Pond)
Area of Normal Pool Elevation
Area of Sediment Removal Elevation
Normal Pool Elevation
Sediment Removal Elevation
25,578 sf
16,284 sf
15,910 sf
12,323 sf
66 ft
64.1 ft
63.9 ft
63.40 ft
49,271 ft3
8,860 sf
6,468 sf
833 sf
63.40 ft
62.90 ft
55 ft
32,671 ft3
3,463 sf
1,603 sf
63.40 it
60 ft
Ft =3139 SF
Forebay Volume - Normal Pool Elevation to Sediment Removal Elevation 8,612 ft3
:nt Forebay Volume: 20.9% (18 - 22% Required) OKI
Pond Volume
8/20/2010
AUG 2 5 MD
H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\DWO POND - SIMPLE VOLUME - 8-20-10

NORRIS, KUSKE TUNSTALL 8/20/2010
CONSULTING ENGINEERS, INC.
Average Depth & Required Surface Area
Permanent Pool Area F 1-27323 sf
Permanent Volume 41,283 cf
Average Depth 3.35 ft D = V/A
Average Depth, Davg = 3.35 ft
Rounded Avg Depth = 3.50 ft
SA/DA # from "Green Sheet' of Interpolated values for Coastal Region
SA/DA at 70% w/ 3.5 ft avg depth = 7.00 90% TSS removal, no filter strip
Required Surface Area = 11,233 sf
Provided Surface Area = 12,323 sf OKI
Drawdown
Head =
0.23 It
one third of flood stage
vdown Time =
2 days
172,800 s
nal Diameter =
0.17 ft
nal Diameter =
2.04 in
vdown Time =
5 days
432,000 s
nal Diameter =
0.11 ft
nal Diameter=
1.29 in
Internal Diameter=
1.66 in
gn Orifice Diameter =
2.00 in
OKI
gn Drawdown rate
-0-51
cfs
AUG 2 5 2010
H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\DWQ POND - SIMPLE VOLUME - 8-20-10

Pre
Expansion Area
Predevelopment
Subcat Reach Aon Llnk
Post
Expansion Area Post
bevel pment
3P
Stm Pond
AUG 2 5 2010

H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\
09090 Stm Pond 8-20-10 Type 1124-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADO 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 8/23/2010
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 Post: Expansion Area Post Development Runoff Area=3.684 ac Runoff Depth>2.28"
Tc=7.5 min CN=91 Runoff=13.47 cfs 0.701 of
Subcatchment Pre: Expansion Area Predevelopment Runoff Area=3.684 ac Runoff Depth>1.05"
Tc=10.0 min CN=74 Runoff=5.76 cfs 0.324 of
Pond 3P: Stm Pond Peak Elev=64.34' Storage=51,564 cf Inflow=13.47 cfs 0.701 of
Primary=5.73 cfs 0.463 of Secondary=0.00 cfs 0.000 of Outflow=5.73 cfs 0.463 of
AUG 2 5 2010

H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\
09090 Stm Pond 8-20-10 Type 1124-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCADS 7.10 sln 000479 © 2005 HydroCAD Software Solutions LLC 8/23/2010
Subcatchment Pre: Expansion Area Predevelopment
Runoff = 5.76 cfs @ 12.03 hrs, Volume= 0.324 af, Depth> 1.05"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 1 yr 24 hr Rainfall=3.23"
Area (ac) CN Description
3.684 74 >75% Grass cover, Good, HSG C
Tc Length Slope Velocity Capacity Description
10.0 Direct Entry,
Subcatchment Pre: Expansion Area Predevelopment
Hydrograph
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11
Time (noUM)
18 19 20 21 22
AUG 2 5 2010

H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\
09090 Stm Pond 8-20-10 Type 11 24-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
.. ..�.— — _,_nnn.— i\,,.AfIO Cp... .._..O.J.dI......IIr Qiogionin
Subcatchment Post: Expansion Area Post Development
Runoff = 13.47 cfs @ 11.99 hrs, Volume= 0.701 af, Depth> 2.28"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Type II 24-hr 1 yr 24 hr Rainfall=3.23"
Area (ac)
CN
Description
1.105
74
>75% Grass cover, Good, HSG C
2.579
98
Paved parking & roofs
3.684
91
Weighted Average
Tc Length Slope Velocity Capacity Description
7.5
Direct Entry,
— Runoff
AUG 2 6 2010

H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\
09090 Stm Pond B-20-10 Type // 24-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD®7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 8/23/2010
Pond 3P: Stm Pond
Inflow Area = 3.684 ac, Inflow Depth > 2.28" for 1 yr 24 hr event
Inflow =
13.47 cfs @
11.99 hrs,
Volume=
0.701 of
Outflow =
5.73 cfs @
12.11 hrs,
Volume=
0.463 af, Atten= 57%, Lag= 7.6 min
Primary =
5.73 cfs @
12.11 hrs,
Volume=
0.463 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
Starting Elev= 63.40' Surf.Area= 12,323 sf Storage= 37,319 cf
Peak Elev= 64.34' @ 12.11 hrs Surf.Area= 16,741 sf Storage= 51,564 cf (14,245 cf above start)
Flood Elev= 66.00' Surf.Area= 25,578 sf Storage= 84,809 cf (47,490 cf above start)
Plug -Flow detention time= (not calculated: initial storage excedes outflow)
Center -of -Mass det. time= 77.2 min ( 876.7 - 799.5 )
Volume Invert Avail.Storage Storage Description
#1 55.00' 84,809 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
55.00 833 0 0
60.00 3,994 12,068 12,068
62.90 9,635 19,762 31,830
63.40 12,323 5,490 37,319
63.90 15,910 7,058 44,377
64.00 16,097 1,600 45,978
64.10 16,284 1,619 47,597
65.00 17,995 15,426 63,022
66.00 25,578 21,787 84,809
Device Routing Invert Outlet Devices
#1 Primary 62.85' 18.0" x 15.0' long Culvert RCP, square edge headwall, Ke= 0.500
Outlet Invert= 62.75' S= 0.0067 T Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#2 Device 1 63.40' 2.0" Vert. Orifice/Grate C= 0.600
#3 Device 1 64.10' 4.00' x 4.00' Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Secondary 64.35' 30.0' long x 20.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=5.93 cfs @ 12.11 hrs HW=64.34' (Free Discharge)
t�Culvert (Barrel Controls 5.93 cfs @ 4.2 fps)
2=Orifice/Grate (Passes < 0.10 cfs potential flow)
3=Orifice/Grate (Passes < 6.03 cfs potential flow)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=63.40' (Free Discharge)
Broad -Crested Rectangular Weir ( Controls 0.00 cfs)
AUG 2 5 2010

H:\PROJECTS\2009\09090 TOP TOBACCO WAREHOUSE\09090 CALCS\
09090 Stm Pond 8-20-10 Type lI 24-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
HydroCAD®7 10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 8/23/2010
Pond 3P: Stm Pond
AUG 2 5 2010

H:\PROJECTS12009\09090 TOP TOBACCO WAREHOUSE\09090 CALM
09090 Stm Pond 8-20-10 Type 1124-hr 1 yr 24 hr Rainfall=3.23"
Prepared by Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Stage -Area -Storage for Pond 3P: Stm Pond
Elevation
Surface
Storage
(feel)
(sq-ft)
(cubic -feet)
55.00
833
0
55.15
928
132
55.30
1,023
278
55.45
1,117
439
55.60
1,212
614
55.75
1,307
803
55.90
1,402
1,006
56.05
1,497
1,223
56.20
1,592
1,455
56.35
1,686
1,701
56.50
1,781
1,961
56.65
1,876
2,235
56.80
1,971
2,524
56.95
2,066
2,826
57.10
2,161
3,143
57.25
2,255
3,475
57.40
2,350
3,820
57.55
2,445
4,180
57.70
2,540
4,553
57.85
2,635
4,942
58.00
2,730
5,344
58.15
2,824
5,760
58.30
2,919
6,191
58.45
3,014
6,636
58.60
3,109
7,095
58.75
3,204
7,569
58.90
3,299
8,057
59.05
3,393
8,558
59.20
3,488
9,075
59.35
3,583
9,605
59.50
3,678
10,150
59.65
3,773
10,708
59.80
3.868
11,281
59.95
3,962
11,869
60.10
4,189
12,477
60.25
4,480
13,127
60.40
4,772
13,821
60.55
5,064
14,558
60.70
5,356
15,340
60.85
5,647
16,165
61.00
5,939
17,034
61.15
6,231
17,947
61.30
6,523
18,903
61.45
6,815
19,904
61.60
7,106
20,948
61.75
7,398
22,036
61.90
7,690
23,167
62.05
7,982
24,342
62.20
8,273
25,562
62.35
8,565
26,825
62.50
8,857
28,131
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
62.65
9,149
29,482
62.80
9,440
30,876
62.95
9,904
32,318
63.10
10,710
33,864
63.25
11,517
35,531
63.40
12,323
37,319
63.55
13,399
39,248
63.70
14,475
41,339
63.85
15,551
43,591
64.00
16,097
45,978
64.15
16,379
48,413
64.30
16,664
50,892
64.45
16,949
53,413
64.60
17,235
55,976
64.75
17,520
58,583
64.90
17,805
61,232
65.05
18,374
63,931
65.20
19,512
66,773
65.35
20,649
69,785
65.50
21,787
72,968
65.65
22,924
76,321
65.80
24,061
79,845
65.95
25,199
83,539
AU-, 2 5 2010

NORRIS, KUSKE&TUNSTALL
CONSULTING ENGINEERS, INC.
Wilmington, NC
Brunswick County, NC
Lc�2�r`lP�� GO.J77"rL
e;4,C.cv C./J TKO J ` )
UM
7> P 7 6 &C_C_
tjL
AUG 0 5 2010

Date Design Wilion, NC "'eel
NORRIS, KUSKE &TU mn NSTALL g
1,,& CONSULTING ENGINEERS, INC. Brunswick County, NC v Ot
Check Job For Job No. Mr! o
��E �%LEST C��cttic�fiOn%S
50
IAIrl
�o.,iD//
&, Pwl
�57-
to
c1� X
%,,v/iJr
X 0,017
ooc=/5,9 oFS
-1 Q/,q ; /3,9 OP5 = /,ZZ i Tz = //, GT1�
06 en° SAP Ei✓L-:jzey ,�•ss„ Wv-e- 0 ' K i 0 ' x I.5
lNa� A16�5T
I _ y'j5
6,9
vie- rto A*l° 6,✓c�u^s o,,s ^4"e /o ��-1oIf- 1"s
IN ' J4n/D 94, rt6-T-
10
uslc /0 1 X /o t x l•5 e,l 6�c7zrl-r 1;171Is11-o
AUG 0 5 2010

3%
09090 Swale #1
Worksheet for Triangular Channel
Project Description
Project File
h:\projects\2009\09090 top tobacco warehouse\09090 calcs\09090 sw.fm2
Worksheet
09090 Swale 1
Flow Element
Triangular Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.022
Channel Slope
0.006400 ft/ft
Left Side Slope
3.000000 H : V
Right Side Slope
3.000000 H : V
Discharge
2.45 cfs
Results
Depth
0.59
ft
Flow Area
1.06
ft'
Wetted Perimeter
3.75
ft
Top Width
3.56
ft
Critical Depth
0.53
ft
Critical Slope
0.011786 ft/ft
"
Velocity
2.32
ft/s <(19G a rCT-%*V Gvw
Velocity Head
0.08
ft
Specific Energy
0.68
ft
Froude Number
0.75
Flow is subcritical.
AUG 0 5 2010
07/19/10 FlowMaster v5.13
08,33:22 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

09090 Swale #2
Worksheet for Triangular Channel
Project Description
Project File
h:\projects\2009\09090 top tobacco warehouse\09090 talcs\09090 sw.fm2
Worksheet
09090 Swale 2
Flow Element
Triangular Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient 0.022
Channel Slope 0. 00 1500 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Discharge 30.00 cfs
Results
Depth
1.99
it
Flow Area
11.91
ft'
Wetted Perimeter
12.60
ft
Top Width
11.95
ft
Critical Depth
1.44
ft
Critical Slope
0.008439
ft/ft
Velocity
2.52
ft/s E— PC-4-r_
Velocity Head
0.10
ft
Specific Energy
2.09
It
Froude Number
0.44
Flow is subcritical.
AUG 0 5 2010
z• �.
4/4
07/19/10 FlowMaster v5.13
08,33:38 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2009-02175 County: Columbus
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Owner: North Carolina Holdings. LLC
attn: Donald Levin
Address: 2301 Ravine Way
Glen View, IL 60025
Size and Location of Property (waterbody, road name/number, town, etc.): The parcel is located on the north side of Too
Tobacco Road, including all of 204 Top Tobacco Road, and part of 308 Too Tobacco Road. Lake Waccamaw,
Columbus County, North Carolina. PINS: 1241.03-30-3750.000 (all) and 1241,03-10-6558.000 (a portion).
Description of Activity: Construction of a proposed building and attendant features involving the relocation of a
tributary/ditch The activity as proposed (plan sheet entailed from Richard Honkins on 5/12/2010) does not impact the
lurisdictional portion of the tributary, which begins Oust downstream of the proposed activity.
Your work as proposed does not require Department of the Army authorization for the following
reason(s):
There are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not have a regulated impact on jurisdictional waters or wetlands.
_ The proposed project is exempt from Department of the Army regulation.
Specify:
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management in Wilmington, NC at 910-796-7215 to discuss any required State
authorization.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program, please
contact David E. Bailey at telephone number (919),251-4469.
Regulatory Specialist
Date: May 12, 2010
Copies Fumished:
Chad Coburn, NCDENR-DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405
Richard Hopkins, Top Tobacco L.P., Top Tobacco Road, Lake Waccamaw, NC 28450
AUG 0 6 2010

2010002924
COLUMBUS CO, NC FEE $25.00
t, < STATE OF NC REAL ESTATE Ex rx
f °' $1694.00
PRESENTED B RECORDED:
06-17-2010 09:12:31 AM
KANDANCE H
REu.,ER �. ocEo: WHITEHEAD
BY: ZAIMCE H WHITEHEAD
REGISTER
BK: RB 987
PG: 62-64
Excise Tax $ 1694.00 I Recording Time Book and Page
Tax Lot No./Property No.: 61853 S 87641 a/c 8-01338
Parcel Identifier No.
TAX INFORMATION RECEIVED
TAX SUPERVISOR
BY,1e-'M-.9ota Utf-
Mail after recording to Top Tobacco L P. 204 Top Tobacco Rd
Lake Waccamaw. NC 28450
This instrument was prepared by McCouEan, Wright, Worley & Bullard L.L.P. Attorneys at Law
P.O. Box 457 Tabor City, N.0 28463 ORW/ccr/T-4172
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 28th
GRANTOR
day of May 2010, by and between
GRANTEE
North Carolina Holdings LLC; a Top Tobacco L.P.; a Delaware L.P. with
Delaware LLC with Certificate to do business a Certificate of Authority to transact
in NC filed 10-08-2001 at 12:30 pm with the business in NC filed 01-09-2007 at 09:20
NC Secretary of State SOSID: 606532 am with the NC Secretary of State SOSID:
981396
2301 Ravine Way I 204 Top Tobacco Rd.
Glenview, Illinois 60025 Lake Waccamaw, NC 28450
Enter in appropriate block for each Party name address and if appropriate character or entity, e
corporation oryartnership
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 Waccamaw Township, Columbus
County, North Carolina and more particularly described as follows:
TRACT ONE:
Being that certain parcel of land in Waccamaw Township, Columbus County, North Carolina,
containing 10.35 acres, more or less (10,00 acres net of the right of way of SR 1736), according
to a plat thereof prepared by David B. Goldston, R.L.S. entitled "Plat for Donald Levin as
trustee of the Donald Levin Revocable Trust U/A/D June 17, 1977", dated I December, 1987 to
which reference is made for more particularity of description, and being described by metes
and bounds as follows:
Beginning at a bolt in the centerline of SR 1736, said bolt lying South 89 degrees 40 minutes 18
seconds West 638.43 feet along said centerline from an existing spike set at the intersection of
SR 1735 and SR 1736 in Columbus County; thence South 89 degrees 40 minutes 18 seconds
West 503.99 feet along said centerline to a spike; thence North 04 degrees 11 minutes 53 seconds
West
NO TITLE EXAMINATION HAS BEEN MADE UNLESS CERT/F/CAT/ON STATING OTHERWISE.
The sellers) further acknowledge the information required for IRS Form 1099 has been correctly stated to the Law
Firm ofMcGougan, Wright, Worley, Harper & Bullard, L.L.P.
Page I of 3
AUG 0 5 2010

to and with a canal 990.05 feet to an iron in said canal; thence South 76 degrees 06 minutes
52 seconds East 119.89 feet to an existing right of way monument, the right of way of new US
74; thence South 60 degrees 09 minutes 13 seconds East 349.75 feet to an existing right of
way monument; thence South 45 degrees 42 minutes 12 seconds East 213.89 feet to an iron;
thence South 00 degrees 19 minutes 42 seconds East 632.31 feet to the point of the beginning.
Reference is made to a previously recorded plat entitled "COLUMBUS COUNTY
COMMITTEE OF 100" prepared by David B. Goldston, Jr. R.L.S. dated 15 June, 1984,
recorded in Plat -Book 38, page 100 for more particularity of description. For source of title
to the aforesaid tract see Deed from Paul Sutton, widower to Columbus County Committee
of 100, Inc. recorded in Deed Book 357, Page 901, Columbus County Registry.
As part of the description the above described tract is identified at the Columbus County
Tax Office as 10.00 acres, property 61853, account 8-01338 as located at 204 Top Tobacco
Road. For chain of title reference is made to Deed recorded April 18, 2000 at 11:53 am in
Deed Book 618 Page 103, CCR
TRACT TWO:
Being that certain tract of 67.62 acres, more or less, described as tract 1 on a plat of Paul
Sutton Estate, Waccamaw Township, Columbus County, North Carolina, dated 30 August,
2001, prepared by Billy M. Duncan Land Surveying, recorded in Map Book 71, Page 3,
Columbus County Registry, with that plat being incorporated herewith by reference for
further certainty of the description of the tract of 67.62 acres, more or less, bounded, now or
formerly on the North by U.S. 74-76 Highway, being bounded on the East by North Carolina
Holdings, LLC, being bounded on the South by SR 1736 and land of Boys & Girls Home of
North Carolina, Inc., and being bounded on the West by a tract of 4.00 acres, more or less,
identified as tract IA on the above -referenced map which is recorded in Map Book 71, Page
3, Columbus County Registry, owned now or formerly by the Estate of Paul Sutton.
The Columbus County Tax Office describes the above tract of land as 67.62 acres property
87641, account 8-01338 as being at 308 Top Tobacco Road. For chain of title reference is
made to Deed recorded May 17, 2002 at 4:23 pm in Deed Book 691 Page 497, Columbus
County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in
A map showing the above -described property is recorded in Plat Book page
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 the 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 hereinafter
stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
North Carolina Holdings LLC
By: Donald Levin Revocable Trust
U/A/D 6-17-1977,41;anaging and Sole Member of
North Carolina J1 ldings LLC
By: -- (SEAL)
Donald Levin, Trustee
Page 2 of 3
AUG 0 5 2010

SEAL -STAMP
State of Illinois, &60 County
OFFICIAL SEAL
ELSIE MARTINEZ
NOTARY PUBLIC, STATE OF 2UN(X8
MY COMMISSION EXPIRES 11,20,M2
NORTH CAROLINA
COLUMBUS COUNTY
I, lC lb j(7__ Vji2r-fjnC(Z ,a
Notary Public of the County and State aforesaid, certify that Donald Levin
Trustee for Donald Levin Revocable Trust U/A/D 6-17-1977 Managing and Sole
Member of blarth Carolina Holdings LLC Grantor, personally appeared before
me this d an �acknow g the exe n of the for g instrument.
W it�es ny h�rtd an fiic' seal st , this the day of
The foregoing or annexed certificate of E�Sfp Mat'fl tjez— , a Notary Public has
been verified to have a Signature, seal or stamp and an expiration date. This instrument and this
certificate are duly registered at the Date and time and in the book and page shown on the first page
hereof.
of Deeds for Columbus County
BY: Asst./Deputy Register of Deeds
Ret to: (
AUG 0 5 2010
Page 3 of 3

C200700900003
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LII4IITED PARTNERSHIP
SOSID: 891396
Date Filed: 1 /9/2007 9:20:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200700900003
Pursuant to §59-"2 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
The name of the foreign limited partnership Is: TOP TOBACCO L. P.
2. if the name of the foreign limited partnership is unavailable for use. in the State of North Carolina, the name the
limited partnership wishes to use is:
CMe name must contain the words "Limited Partnership," or the abbreviation "LP." or "LP," or the combination
"Ltd. Partnership?'.)
3. The jurisdiction in which the limited partnership was formed is Delaware and the date
of formation was August 31, 1990 The limited partnership's period of duration is
4. The street address of the principal office is:
Number and Street 2301 Ravine Way
City, State, Zip Code Glenview, illinoie 60025
The mailing address, ifdWereet front the street address, of the principal office is
5. Name of Registered Agernt C Tcorporation system
6. Address of Registered Office:
NumberandStreet 255 Hillsborough Street'
City, State, Zip Code Raleigh, NC .27603 Canty Wake
The mailing address, rdtoererrt from the seism address, of the registered office is
7. In consideration of the issuance of a CAficate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of Nortb Carolina as the agent to twelve service of process, notice or
demand, whenever the foreign limited partnershipfails to appoint or maintain a registered agent in this State, or
whenever such registered agar cannot with reasonable diligence be found at the registered office,
AUG 0 6 2010

C200700900003
g.
9.
10.
Enter rite name and address of each general partner: (attach additional sheets if necessary)
Name Top Tobacco Management Corp. Name
Strt"O. 2301 Ravine Nay
Glenview
SUUMP Illinois 60025
StredNo.
City
Smtdzip
Limited Partners (select i or 2, as appropriate)
SttedMo.
slawoP
Nwne
SuaeVNo.
City
❑ Attached is a list of the names and addresses of all limited partners (include full namelstreet
address/city/state/zip code/county); or
® The location of the office where list of the names and addresses of the limited partners and their capital
contributions will kept be as long as the limited partnership transacts business in North Carolina is
Number and Strad 2301 Ravine Nay
City, State, Zip Code Glenview, Illinois 60025
(Select one)
❑ The foreign limited partnership Is a foreign limited liability limited partnership.
® The foreign limited partnership is not a foreign limited liability limited partnership.
This registration will be efiicfive upon filing, unless a date and/or time is specified:
reOM*
FIINg Poebs.Sh. Thb ix, em must hemrdwbb He Sen""dSmb.
CORPORATIONS DIVISION
(Revised Jwnwy, 2002)
Too Tobacco Management Corp., Gen Partner
Typed or printed name
Siggature
By: Seth I. Gold, Vice President
Tide
F
G 0 5 2010
P.O.BOX 29622 RALEIGN, NC 27626.06222 .
Form LP-04

I
CORD/1-LC - File Detail Report
Nage I of I
SERVICES PROGRAMS PRESS PUBLICATIONS DEPARTMENTS CONTACT
CORPORATION FILE DETAIL REPORT
En[ity Neme TOP TOBACCO ][!F!eNumber 56058907
MANAGEMENT
CORP.
Status ACTIVE
Enthy Typo CORPORATION Type of Corp DOMESTIC BCA
Incorporation 08/02/1990 State ILLIN01�
Date (Domestic) 11
Agent Name ALLAN KANDELMAN Agent Change Date 10/30/2003
Agent Street
2301 W RAVINE WAY
President Name B Address
C AYUS PLA T 2 01 RAVINE
Address
Agent Clry GLENVIEW Secretary Name F Address SETH I GOLD SAME
Agent Zip 60025 Duration Date PERPETUAL
Annual Report 07/20I2010 For Vear 2010
Filing Date
Return to the Search Screen Purchase Certificate of Good Standing
(One Certificate per Transaction)
BACK TO CYBERDRIVEILLINOIS.COM HOME PAGE
FUG 0 5 2010
http://www.ilsos.gov/corporatellc/CorporateLIcController
7/22/2010

SECRETARY'S CERTIFICATE
The undersigned, Seth I. Gold is the Secretary of Top Tobacco, LP, a Delaware
Limited Partnership. Officers of Top Tobacco, LP receive authorization to act on behalf
of the partnership from Top Tobacco Management Corp., the Managing General Partner
of Top Tobacco, LP. Claus Platt is the President of Top Tobacco, LP and is duly
authorized to execute and deliver all documents, permit applications, governmental
requests, loan documents and other items necessary or desirable in connection with
building projects for Top Tobacco, LP and Top Tobacco Management Corp.
This certificate is executed on this 15t' day of July, 2010.
By. i
Seth I. Go d, Secretary
847-832-1998
[e-mail]
AUG 0 5 2010

CORP/LLC - File Detail Report
Page 1 of 1
SERVICES PROGRAMS PRESS PUBLICATIONS DEPARTMENTS CONTACT
CORPORATION FILE DETAIL REPORT
Entity NameTOP MANAGEMENO File Number 56058907
COR
Status ACTIVE
Entity Type CORPORATION Type of Corp DOMESTIC BCA
Incorporation 08/02/1990 State ILLINOIS
Date (Domestic)
Agent Name ALLAN KANDELMAN Agent Change Date 10/30/2003
Agent Street
2301 W RAVINE WAY
!President Name & Address
DONALD LEVIN 2301 RAVINE
Address
I
GLENVIEW 60025
Agent City
GLENVIEW
Secretary Name & Address
ALAN M BERRY 525 W
MONROE ST #1600 CHICAGO
60661
Agent Zip 60025 11 Duration Date PERPETUAL
Annual Report 0720/2010 For Year 2010
Filing Date
Return to the Search Screen Purchase Certificate of Good Standing
(One Certificate per Transaction)
BACK TO CYBERDRNEILLINOIS.COM HOME PAGE
http://www.ilsos.gov/corporatellc/CorporateLIcController
7/21/2010

From:NKT ENG
07/20/2010 08.08 #055 P.001/007
u
-71Zo//0
e " �, <10, . r wv��e (/
ph /- / &// �0 S
%� 0 �c Gcv
vie,✓ � .� � �"J n''�`�
Pam- -41cloo or
oti� to 4'11-5(Dgg

From:NKT ENG
07/20/2010 08:08 #055 P.002/007
SECRETARY'S CERTIFICATE
The undersigned, Seth I. Gold is the Secretary of Top Tobacco Management
Corp., an Illinois Corporation. Top Tobacco Management Corp. is the Managing General
Partner of Top Tobacco, LP. The undersigned hereby certifies that Claus Platt is the
President of Top Tobacco Management Corp. and is duly authorized to execute and
deliver all documents, permit applications, governmental requests, loan documents and
other items necessary or desirable in connection with building projects for Top Tobacco
Management Corp. and Top Tobacco, LP.
This certificate is executed on this 15'h day of July, 2010.
By:
J
Seth I. Gold, Secretary
847-832-1998
[e-mail]
JUL 2 C" 2010
BY: ExQc�ss —

From:NKT ENG
07/20/2010 08:09 N055 P.005/007
c'20"0 03
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LEWITED PARTNERSHIP
SOS1D: 8913%
Date Filed: 1 /9/2007 9:20:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200700900003
Pursuant to §59-902 of the (antral Statutes of North Caroline, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership foi the purpose of obtaining a Certificate of Authority to
transact business in this State.
I. The name of the foreign limited partnership Is: TOP TOBACCO L. P.
2. If the name of the foreign limited penihership Is unavailable for use, in the State of North Carolina, the name the
limited partnership widen to use is:
(The name must contain the words "Limited Partnership;" or the abbreviation I-P." or "LP," or the combination
"Ltd. Partnership".)
3. The jurisdiction in which the limited partnership was fomwd is Delaware and the date
of fomhatiort was August 31, 1990 'lire limited pararcrAlp's perlod of duration is
4. The street address of the principal office is:
Numberand Street 2301 Ravine way
City, State, Zip Code Glenview, 111 Laois
The mailing address, {f dWarca► f►om flee abed ad*m of the p incipel office is
S. Name of RegisteredAgeu C. T cgrpOration system'
6. Address of Registeed Office:
NumberandStroet 95e Hillsborough Street'
City, Slate, Zip Code Raleigh, NC .27603 Cmfflty Hake
The mailing address, rdwev'W foam as cheer ed*m4 of the registeed o$ioe is
7. In consideration of the issuance of a Ceiiiflcalcof Authority to transact business in North Carolina, the limited
partnership, appoints the Seoiecuy of Stem of North Carolina as the agent to receive service of process, notice or
demand, wherever the foreign limited partnership fails to appoint or maintain a registered agent in this State, or
whenever stick registw6d agent carrot with reasonable diligaroe be fou d at the registered of5m
3 C4,C3J➢V-I'-I
[Jul 2 0 2010
By:Gil; r�ss

From:NKT ENG 07/20/2010 08:09 #055 P.006/007
r 007oovo 3
a
8. Enter the name and address Of each gerieral parmw. (attach additional Sheets If necessary)
Nama Top Tobacco Management Corp. NOW
SaeeVNo. 2301 Ravine Nay
Cly Glenview
SWIM, Illinois 60025
City
Sue"O. SaoNNo.
City City
StdJLIP StuNZlp
9. Limited Partners (saloct I or 2, as appropriate)
❑ Attached Is a list of the names and addresses of all limited partners (Include fWl name/street
addresa/oity/tuata&ip codebounty); or
® The location of the ofoo where list of the names and addressc of the lira itod partners and their capital
contributions will kept be as kmg as die limited partnership transacts business In North Carolina is
NUMB and Street 2301 Ravine way
C-dy, Statr, Zip Code Glenview, Illinois 6002S
10. (Select one)
❑ The foreign limited pwtneiship In a foreign limited liability limited patgtaship.
® The foreign limited pamtership b no a foreign limited liability limited pamhenhip.
It. This registration will be oiffiective upon filing, unless a date andAor time is spocifiod:
Top Tobacco Management Corp., Gen Partner
. Typed or printed name
SI$�Bhae
By: Beth I. Gold, Vice President
Tole
NOTES
PNea as Y 2% 116 daiseear mare be MW wrr IM Sew"wry etSmra
CORPORATIONS DIVISION P.O.BOX 2%22 RALE10 , NC 27626-06222 .
(Revised./ vwWy, 2002) Form LP-04

NORRIS, KUSKE & TUNSTALL J. Phillip Norris, P.E. John S. Tunstall, P.E.
John A. Kuske, III, P.E. James T. Pyrtle, P.E.
CONSULTING ENGINEERS, INC. James L. Lewis, Jr., P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To:
Ms. Christine Nelson, Environmental Engineer II
Date: August 25, 2010 11
Job No. 09090
NC DENR/Div of Wtr Quality/Wtr Quality Section
subject: Top Tobacco'2010'Warehouse Expansion
127 Cardinal Drive Extension
Columbus County, NC
Wilmington, NC 28405-3845
WE ARE SENDING YOU VIA HAND DELIVER
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5900 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
2
Revised Sheets C-1 and C-4
1
Revised page 3 of Wet Basin O&M
1
Revised page 1 &2 of Wet Detention Basin Supplement
1
Set of Calculations
❑
❑
AS REQUESTED ® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: We have enclosed revised plans, calcualtions, and the specific pages of the Wet Detention Basin
Supplemenet and O&M effected by the agreed upon SHWT for your approval.
CC:
SIGNED J. Phillip rris, P.E. / neh
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above. '.I
"3 2 5 2010
1 � y".

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, August 24, 2010 11:28 AM
To: 'Phil Norris'
Subject: RE: Top Tobacco
Phil,
With the soil profiles showing layers of gravely sand to sand, it does look like the ditch will have influenced the SHWT.
Therefore, the invert of the existing ditch in the vicinity of the pond may be used as the SHWT.
Christine
E-mail correspondence to and from this address nay be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From: Phil Norris [mailto:[e-mail]]
Sent: Monday, August 23, 2010 9:35 AM
To: Nelson, Christine
Subject: RE: Top Tobacco
Christine,
Here are the soil profiles taken closet to the pond. They show sandy soil conditions. I will await your response before
we revise the plans.
Phil Norris
J. Phillip Norris, P.E.
Norris, Kuske & Tunstall Consulting Engineers, Inc.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902 (fax)
This is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers, Inc. that this eletronic information
provides design information current as of the date of its release. It shall be the responsibilty 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
eletronic media format, Norris, Kuske & Tunstall makes no representations as to the usability or readabilty of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris, Kuske & Tunstall in the preparation of such data.
From: Nelson, Christine(mailto:[e-mail]]
Sent: Friday, August 20, 2010 10:14 AM
To: Phil Norris
Cc: Russell, Janet
Subject: Top Tobacco
Phil,

I took a look at the plan showing the bottom elevations of the ditch. It appears that the ditch bottom in the vicinity of the
pond is more than 0.5 It higher than the proposed permanent pool elevation. Since both the SHWT elevation and ditch
bottom are greater than 0.5 ft above the PPE, please demonstrate that the pond (without a liner) meets the items outlined on
pages 10-9 and 10-10 in Section 10.3.2 of the BMP manual.
Everything else looked ok. I can put this request in a formal letter if you'd like. Otherwise, try to get this info back to me by
the 25th.
Thanksl
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
F.-mail correspondence to and from this address may be subject to die North
Carolina Public Records Law and may he disclosed to third parties.

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
August16, 2010
Ms. Christine Nelson, Environmental Engineer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Top Tobacco — 2010 Warehouse Expansion
State Stormwater Project No. SW8 100708
Columbus County, NC
NKT Project No. 09090
Dear Ms. Nelson:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
REUD AUG 16 2010
We are responding to your review comments of August 12, 2010 regarding the referenced project
as follows:
1. An application (Page 6 of 6) with original signatures is enclosed.
2. Additional spot elevations for the ditch bottom have been highlighted for your review.
3. The orifice size has been reduced to 1.5 inches. Revised calculations and plans are
enclosed.
4. Thank you for your understanding regarding the nature of your comments.
5. We understand the implications of changing the orifice size.
We are enclosing two (2) copies of the revised plans, one (1) copy of the revised calculations, the
original signatures on the application (Page 6 of 6) and the revised Wet Detention Basin
Supplement for your continued review and approval. Please feel free to contact us with any
additional questions you may have.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
RAW
J. hillip Norris, P. .
JPN/asn 0909008-16.10-s-sw response-Itr
Enclosures J�"'C °'IlV�'�
AUG 1 6 2010
cc: Mr. Richard Hurst / Cape Fear Managers, LLC
Mr. Richard Hopkins / Top Tobacco, LP L-3I�wc�=ExlPccss
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 12, 2010
Mr. Claus Platt, President
Top Tobacco Management Corporation, General Partner
Top Tobacco, L.P
204 Top Tobacco Road
Lake Waccamaw, NC, 28450
Subject: Request for Additional Information
Stormwater Project No. SW8 100708
Top Tobacco - 2010 Warehouse Expansion
Columbus County
Dear Mr. Platt:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Top Tobacco - 2010 Warehouse Expansion on August 5, 2010. A
preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please provide an application with original signatures. The two
applications provided appear to be copies of the original, signed
application.
2. In the e-mail from Phil Norris with Norris, Kuske & Tunstall on August 4,
2010, the attachments attempt to demonstrate that the seasonal high
water table (SHWT) elevation identified in the soils report is a relic
elevation and that the hydrology of the site would be dictated by the
nearby existing ditch. However, the elevations provided for the bottom of
the ditch were all south of the proposed pond. Please provide additional
spot elevations for the bottom of the existing ditch in the vicinity of the
proposed pond.
As discussed in the submittal meeting, this site is located in Columbus
County (a non -coastal county), drains to surface waters classified as
ORW, and is subject to the ORW rules listed under 15A NCAC 2H.1007.
This section of the rules requires the BMP to treat the first inch of runoff
from the site. However, the wet detention pond has been designed to
store and treat the first 1.5 inches of runoff, which causes the minimum
required storage volume (based on the first inch of runoff) to drawdown in
less than 2 days. Please re-evaluate the orifice design such that the
minimum required storage volume (based on the first inch) will drawdown
in 2 to 5 days.
4. Due to the minor nature of these comments, the express Addlnfo fee has
been waived for this request for additional information.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877 623.6748 North Carolina
Internet: vv w.ncwaterquality.org NaLiIS LL
An Equal Opportunity l Affirmative Action Employer ilw lJ
"

Claus Platt
August 12, 2010
Stormwater Application No. SW8 100708
5. Please keep in mind that changing one number may change other
numbers and require the calculations, supplements, and other supporting
documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
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 August 20,
2010, 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 email or fax your request
for a time extension to the Division at the address and fax number at the bottom of this
letter. Please note that a second significant request for additional information may result
in the return of the project. If the project is returned, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
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 label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email
me at [e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\STORMWATER\ADDINFO\2010\100708 aug10
cc: Phil Norris, Norris, Kuske & Tunstall Consulting Engineers
Christine Nelson
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From:
Nelson, Christine
Sent:
Thursday, August 12, 2010 12:41 PM
To:
I [e-mail]'; 'Phil Norris'
Cc:
Russell, Janet
Subject:
request for additional information - Top Tobacco
Attachments:
100708 aug10.pdf
Gentlemen,
I have attached a pdf of the request for additional information for the stormwater permit application for the Top
Tobacco 2010 Warehouse Expansion (SW8 100708). Copies of this letter will also be sent in the mail! Please let me know
if you have any questions.
Thanks,
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
E-mail correspondence to andfrom this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.

Nelson, Christine
From:
Phil Norris [[e-mail])
Sent:
Wednesday, August 04, 2010 11:58 AM
To:
Nelson, Christine
Cc:
[e-mail]; 'Dick Hurst'
Subject:
Top Tobacco 2010 Warehouse Expansion (NKT 09090)
Attachments:
09090 08-04-10 att to email.pdf
Ms. Nelson:
As discussed during our meeting on Monday, August 2, 2010, 1 am forwarding the narrative and survey information
reflecting the bottom of the ditch elevation to assist you in deciding if we need the pond liner.
Should you require any additional information, please advise.
Phil Norris
J. Phillip Norris, P.E.
Norris, Kuske & Tunstall Consulting Engineers, Inc.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902 (fax)
This is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers, Inc. that this eletronic information
provides design information current as of the date of its release. It shall be the responsibilty 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
eletronic media format, Norris, Kuske & Tunstall makes no representations as to the usability or readabilty of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris, Kuske & Tunstall in the preparation of such data.

NARRATIVE
DESCRIPTION:
The project site is a 78 acre tract located in the Town of Lake Waccamaw in
Columbus County, NC. The soils of the site consist of wooded, sandy, clay, topsoil and
grades ranging from 0.5% to 2.0%. Approximately 8 acres will be graded to allow
construction of a new warehouse facility with paved parking and paved access. The
site will be accessed through an existing internal street system and as such no
temporary gravel entrance is proposed. 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.
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. 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 as shown on the plan.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Columbus County and drains to Lake Waccamaw.
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 stormwater detention pond. The stormwater detention pond was designed to
accommodate this site at the impervious area lot coverage as shown on the application.
Site data has indicators that suggest the seasonal high water table to be around
one foot below ground surface. However, we feel that due to the presence of the
existing drainage ditch adjacent to the proposed retention pond site that the actual
seasonal high water table is much lower, corresponding to the bottom of the ditch. That
elevation is at or near 63.0t. The normal pool elevation is set at 63.0. If this is the
case no linear is necessary.
CONSTRUCTION SEQUENCE:
The Contractor will install the 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.

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/sNORRIS, KUSKE &TUNSTALL
_ CONSULTING ENGINEERS, INC,
August 2, 2010
Ms. Christine Nelson
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Express Review Submittal
Top Tobacco 2010 Warehouse Expansion
Columbus County, NC
NKT Project No. 09090
Dear Ms. Nelson:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S.Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
ACCe04PA 49A63
Enclosed are two (2) sets of plans for the above referenced project, two (2) 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 report, one (1) copy of the Articles of
Organization, one (1) copy of the deed, one (1) copy of Corps of Engineers letter, the
original Division of Water Quality Stormwater Management Permit application and one
(1) copy, the original SW-401 Wet Detention Basin Supplement form, the original Wet
Detention Basin Operation and Maintenance Agreement and a $4,000.00 check for the
express 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, KUSKE & TUNSTALL
CONSULTING ENGINEERS. INC.
J.)7hillipl4orris, FIJ. E.
09090 08-02-10-s-sw express-Itr
Enclosures RO�C_C IVE_5
Allf, 0 5 2010
cc: Mr. Richard Hurst / Cape Fear Managers, LLC
Mr. Richard Hopkins / Top Tobacco, LP ;y: ]swwE,cl�ess
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

PTOBACCO L P
2301 RAVINE WAY
GLENVIEW, ILLINOIS,60026
Four Thousand AND 00/100 Dollars
2-1
JPMorgan Chase punk,N.A.
710
- Chicago IL
DATE
CK NO. 3 178 1:
06-16-10
-
NULL & VOID AFTER 180 DAYS
AMOUNT
,,qq
$ 4,000.00 Features
PAY TO: NC DENR-DEPT OF ENV. & NAT RESOURCES
127 CARDINAL DRIVE EXT.
WILMINGTON NC 28405-3845
UNITED STATES
S� S io a ;7'-2gl
THIS 15 OUR CHECK IN FULL SETTLEMENT OF ITEMS SHOWN BELOW. IF NOT CORRECT PLEASE RETURN WITH E%PIANATION.
SECURITY FEATURES INCLUDED DETAILS ON BACK 8
110 3 178 LII° 1:0 7 10000 131: 7080 1360 2114

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
TOP TOBACCO 2010 WAREHOUSE EXPANSION
Lake Waccamaw, North Carolina
For
Top Tobacco, LP
P.O. Box 205
Lake Waccamaw, NC 28450
[phone]
June 2010
Prepared by:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
NKT Project No. 09090 '';dV �-jo
0
AUG 0 5 201

ZRIERTTIMP
DESCRIPTION:
The project site is a 78 acre tract located in the Town of Lake Waccamaw in
Columbus County, NC. The soils of the site consist of wooded, sandy, clay, topsoil and
grades ranging from 0.5% to 2.0%. Approximately 8 acres will be graded to allow
construction of a new warehouse facility with paved parking and paved access. The
site will be accessed through an existing internal street system and as such no
temporary gravel entrance is proposed. 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.
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. 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 as shown on the plan.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Columbus County and drains to Lake Waccamaw.
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 stormwater detention pond. The stormwater detention pond was designed to
accommodate this site at the impervious area lot coverage as shown on the application.
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.
Ly-- '--
AUG 0 5 2010 I

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. 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 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.
4. 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. Baffles will
be repaired or replaced if they collapse, tear, decompose or become ineffective.
They will be replaced promptly. Sediment will be removed from baffles when
deposits reach half the height of the 18t baffle. Floating skimmers will be
inspected weekly and will be kept clean.
5. 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.
6. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses
and inject systems will be checked for problems or turbid discharges daily.
AUG 0 5 2010

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. 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.
1.2 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.
1.3 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
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. 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.
2.7 Silt 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.
2.8 Gravel for check dams shall be #57 washed stone.
AUG 0 6 2010

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 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.
3.2 Construction Practices
3.2.1 Avoid dumping soil 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.
3.3 Temporary Physical Barriers are required where sedimentation on off site
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 1000 square feet
and wood chips at a rate of 500 pounds per 1000 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
AUG 0 5 2010
BY:--

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 1.0 feet at upstream face.
3.4 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 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 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.
3.5 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 soil if accumulated to a depth
greater than 0.5 inches.
3.6 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
JA_
2010

-1P ECS CAROLINAS, LLP
cwa� Geotechnical • Construction Materials • Environmental • Facilities
July 19, 2010
Mr. Dick Hurst
Cape Fear Paving
P.O.2101
Wilmington, North Carolina 28402
Reference: Report of Seasonal High Water Table Estimation
Top Tobacco
Lake Waccamaw, Columbus County, North Carolina
ECS Project No. 33.1365
Dear Mr. Hurst:
ECS Carolinas, LLP (ECS) recently conducted Infiltration testing for the proposed
stormwater best management practice (BMP) areas at the 802 South Lumina Drive site
In Wrightsville Beach, New Hanover County, North Carolina. This letter, with
attachments, is the report of our testing.
Field Testing
On July 16, 2010, ECS conducted an exploration of the subsurface soil and
groundwater conditions at proposed pond location shown on the attached Test
Location Plan (Figure 1). The purpose of this exploration was to obtain subsurface
Information of the In -place soils for the proposed stormwater BMP areas. ECS
explored the subsurface soil and groundwater conditions by advancing one hand auger
boring Into the existing ground surface. ECS visually classified the subsurface soils.
ECS also recorded the seasonal high water table (SHWT) observed at the time of the
hand auger boring.
The SHWT were estimated at the boring location below the existing grade elevation. A
summary of the findings are as follows:
Location I SHVVT
1 12 inches
V
AUG052010
7211 Ogden Business Park • Suite 201 • Wilmington, NC 29411 • [phone] • Fax [phone] • www.ecslimited corn
Asheville, NC • Charlotte, NC • Greensboro, NC • Greenville, SC • Raleigh. NC • Swansboro, NC • • Wilmington, NC
• testing services only

Report of Season High Water Table Estimation
i Top Tobacco
Lake Waccamaw, Columbus County, North Carolina
ECS Project No. 33.1365
July 19, 2010
Closure
The activities and evaluative approaches used In this assessment are consistent with
those normally employed in assessments of this type. ECS's evaluation of site conditions
has been based on our understanding of the project Information and the data obtained
during our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you
have any questions concerning this report or this project, please contact us at (910) 686-
9114.
Respectfully,
ECS CAROLINAS, LLP
Winslow E. Go ns, P.E.y�jo
Project Engineer
ri.,.
CC: Phil Norris, P.E. — NKT Engi
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Attachments: Figure 1 - Test Location Plan
Kris Smm
Principal

APPROXIMATE TEST LOCATIONS
Top Tobacco
Lake Waccamaw, North Carolina
ECS Project No. 33-1366
July 19, 2010
WEG
Figure 1—Test Location Plan
Provided by: Norris, Kuske &
Tunstall Consulting Engineers,
Inc.
AUG 0 5 2010

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Ar
n n 15 A North Carolina Department of Environment and
i�•1 Natural Resources
NCDENR Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s)
Coordinator along with a completed DETAILED narrative, s
of the project location. Please include this form in the app)
�51.db ram; ++A
Far DENR Use ONLY c �I � —p
Reviewer:-rv,,v�y. rv�A
submit:
Time: k 0 -
Confirm: 17
are requesting for express review. FAX or Email the completed form to Express
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(dncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(rdncmail.net
• Mooresville & -Patrick Grogan 704.663.3772 or patrick.,groganfiincmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardison(rdncmail.net
• Wilmington Region -Janet Russell910-350.2004 or ianet.russell(Qricmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: TOP TOBACCO 2010 WAREHOUSE EXPANSION County: COLUMBUS
Applicant: CLAUS PLATT, PRESIDENT Company: TOP TOBACCO, LP
Address: P.O. BOX 205 City: LAKE WACCAMAW, State: NC Zip: 28450
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:205 TOP TOBACCO ROAD LAKE WACCAMAW NC
Project Drains into LAKE WACCAMAW waters — Water classification B:SW.ORW (for classification see-
htto:llh2o.enr.state.nc.us/bims/rel)ortslreoortsWB.html)
Permits of request
SW
SW
SW
SW
SW
Project Located in LUMBER River Basin. Is project draining to class ORIN waters? Y , within Y2 mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: J. PHILLIP NORRIS, P.E. Company: NORRIS KUSKE & TUNSTALL CONSTULTING ENGINEERS, INC
Address: 902 MARKET STREET City: WILMINGTON. State: NC Zip: 28401-_
Phone:[phone], Fax:[phone], Email: np gEr @nkleno.com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ OLR, ❑ OTHER: _ 11 I I.- 0.1 2010
SECTION TWO:
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bit Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)j
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
,�d5P Land Quality V� Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: El Yes El No Isolated wetland on Property El Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
urrrurrrrrrrrrrrrrrrrrrrrrruurrrrrrrrrrrrrrrrrrrrr"Ior DENR use onlyurrrnrrrrrrrrrrrarrrurruur urrrrrrrrrrrrrr»rrrrrr+rrrrr
Fee Split for multiple ermlts: Check # Total Fee Amount $
SUBMITTAL DATES
Fee
i
SUBMITTAL DATES
fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
SW to HO, ❑ LD, ❑ Gen)
$
401:
$
LDS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

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GRADING & DRAINAGE PI
TOBACCO 2010 WAREHOUSE
TOBACCO LIMITED PARTNER;
E WACCAMAW. NORTH CAI

NARRATIVE
DESCRIPTION:
The project site is a 30 acre tract located in the Town of Lake Waccamaw in
Columbus County, NC. The soils of the site consist of wooded, sandy, clay, topsoil and
grades ranging from 0.5% to 2.0%. Approximately 11 acres will be graded to allow
construction of a new warehouse facility with paved parking and paved access. 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.
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. 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 as shown on the plan.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Columbus County and drains to Lake Waccamaw.
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 stormwater detention pond. The stormwater detention pond was designed to
accommodate this site at the impervious area lot coverage as shown on the application.
CONSTRUCTION SEQUENCE:
The Contractorwill 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.
JUL 0 1 2010
BY:

Russell, Janet
From: Nancy Howell [[e-mail]]
Sent: Tuesday, July 06, 2010 3:57 PM
To: Russell, Janet
Subject: RE: Express Permit Request - Top Tobacco 2010 Warehouse Expansion (NKT# 09090)
Ms. Russell,
We confirm that we would like to review the Erosion Control at the same meeting and that both Mr. Norris and a
representative from Top Tobacco (Mr. Hopkins, Plant Manager) will attend the meeting on Thursday, July 151h at 10 am.
Thank you for your assistance.
Nancy
Nancy E. Howell
Brunswick Office Manager
nhowell(@nktene.com
910-287-5900
Norris, Kuske & Tunstall
Consulting Engineers, Inc.
1429 Ash Little River Road
Ash, NC 28420
From: Russell, Janet[mailto:[e-mail]]
Sent: Tuesday, July 06, 2010 3:42 PM
To: Nancy Howell
Subject: RE: Express Permit Request - Top Tobacco 2010 Warehouse Expansion (NKT# 09090)
Nancy:
The Express Stormwater Submittal Meeting has been scheduled with Christine Nelson on Thursday, July 15 at 10:00 AM
here in the Wilmington Regional Office. If you would like Rhonda Hall (Express Erosion Control) to attend the meeting,
please verify with your return email. We discussed last week that the Express Erosion Control review is no extra charge
when combined with the Express high density stormwater submittal.
*The applicant or applicant's assistant is required to attend the meeting.
Please review the stormwater submittal requirements, attached.
Please respond to this email to confirm and reserve the meeting time and date.
Thanks,
Janet
Janet-M. Russell
Express Coordinator

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