SW7121108_HISTORICAL FILE_20130208

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7/0; fl09-/
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

..��
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Clark Moore, Vice President
Coastal Beverage Co., Inc.
PO Box 849
Farmville, NC 27828-849
Dear Mr. Moore:
Division of Water Quality
Charles Wakild, P.E.
Director
February 8, 2013
John E. Skvarla, III
Secretary
Subject: Approved Plan Revision
Coastal Beverage of Farmville, NC
Stormwater Project No. SW7121108
Pitt County
On February 5, 2013, the Washington Regional Office received a Plan Revision request for Stormwater
Management Permit Number S W7121108.
The plan revision request is for the following:
• To include an additional tract of land purchased by the owner in order to move the ditch off of the
back of the building..
Based on the current Division of Water Quality Guidance on this issue your plan revision request is hereby
approved. Please add approved sheets C-1 and C-2, and replace sheet C-3 (attached) to the previously approved
plan set, approved on December 14, 2012.
Please be aware that all terms and conditions of the permit issued on December 14, 2012 remain in fiill
force and effect. Please also understand that the approval of this revision to the approved plans for the subject
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted
to and approved through the Division of Water Quality prior to construction. The issuance of this plan revision
does not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Surface Water Protection Section
AAlsd: K:ISDIPLANREVISIONSISW7121108
cc: Steve Janowski, PE, J.S. Janowski Engineering, PA (PO Box 30906, Greenville, NC 27833-
0906)
Pitt County Building Inspections
✓Washington Regional Office
North Carolina Division of WaterQual'dy Internet: www.ncwalerquality.org ogle
943 Washington Square Mall Phone: [phone] LFAX:252-946-9215 Not-thCarolina
Washington, NO 27889 FAX: [phone] NaturallyAn Equal Opportunity 1 Affirmative Action Employer

farmville nc - Google Maps https:Htmps.google.com/maps?oe=utf-8&clietrt=firefox-a&q=farmville...
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(Page 1 of 3)
laA012>&ASO
-W0iraeCnahWd=Yebn% a by -fir
NORTH CAROLINA
DEED
PITT COUNTY
;4AKD kAW
Prepared By: W. Walton Kitchin, Jr. Attorney
1698 Arlington Blvd., Greatville, NC
THIS DEED made and altered into this the /S day of March 2000, by and betw=
COUNTY OF PITT, N.A., a body corporate and politic of the State of North Carolina, Grantor, and
COASTAL BEVERAGE COMPANY, INC., a North Carolina corporation having a place of
business in Pitt County, North Carolina, Grantee,
WITNESSETH:
That Grantor for and in eonsidcmtion of the stun of TEN DOLLARS (S 10.00) and
other valuable considerations to it in band paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold and by these presents does hereby bargain, sell, and convey
unto Grantee, its successors and assigns, in fee simple, that certain lot or parcel of land lying and
being in Farmville Township, Pitt County, North Carolina and being more particularly described as
follows:
BEGIN Lot 4 ofthe Farmville Industrial Park, Phase I, eontaialug 10 acres as
shown an that plat prepared by McDavid Associates, Ion, dated 1WI4193 and
recorded in Map Book 44, Page 45 of the Pitt County Registry, reference to
i which b hereby made for a more accurate description.
e This conveyance is trade togetberwith all those rights and easements descrrOjed
in an easement from W. A. Allen,111 to al. to The County of Pitt, North Carolina
` dated June 12,1"6 recorded October M 1"6 in Book 684, Page 304, is the
Office of the Register of Deeds of Pitt County, reference towhich is hereby made
for a more complete and accurate description.
There is conveyed together with the aforesaid property all easements, property
rights and interests appurtenant thereto.
This conveyance Is made subject to the following restrictions and exceptions:
A. Ad valorem taxes for the year 2000.
B. Restrictive Covenants recorded In Book 536, at Page 459 is the
Office of the Register of Deeds of Pitt County.
C. Rights of others In and to the use of Fields Street Exta:slon as
RECEIVED
•
NOV 1 4 2012
� ��"V �,RO
Book: 1012 Page: 380 Seq: 1

(Page 2 of 3)
i
', �Itct101,2r�ct381
i Deed, Page 2
i
shown on the map recorded in Map Book 44, at Page 45 in the
Office of the Register of Deeds of Pitt County.
D. ]drainage easements as shown on the map recorded in Map Book
47, at Page 129 In the OWme of the Register of Deeds of Pitt
County.
TO HAVE AND TO HOLD the foregoing described lot or parcel of land and all
privilegesand appurtenances thereunto belonging or in anywise appertaining unto the said Grantee,
its stKcessors and assigns, in fee simple forever.
i And Grantor, for itself, its successorsand assigns, covenants to and with the Grantee,
its successors and assigns, that it is seined in fee of said premises and has the right to make this
conveyance in fee simple; that the same is fire and clear of all encumbrances whatsoever except for
restrictive covenants, if any, of retard in the Pitt County Registry, highway or road rights of way,
i
any easements of record in the Pitt County Registry, any and all zoning regulations of the Township
of Farmville or County of Pitt, State oi'North Carolina, and ad valorem taxes subsequent to the year
1999; and that it will forever warrant and defend the tide to the same against the lawful claims of
all persons whomsoever.
j IN TESTIMONY WHEREOF, the said Grantor has caused this Dad to be signed is
I{ i
its corporate name by its Chairman, and attested by its Clerk to the Board and its corporate seat to
be hereunder affixed, all by mWwrity duly given the day and year frrsi shave written.'
• � W1.1
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0
Book: 1012 Page: 380 seq: 2

(Page 3 of 3)
100YMaw
Deed, Page 3
STATE OF NORTH CAROLINA
COUNTY OF Pra
1. ANotmy Mic in end fortheafasesaidCountyand
State do hereby certify personally calla before me this day and
acknowledged that she is the Clerk to the Board of the County of Pitt, N.C.,a body corporate and
politic of the State of North Carolina, nod that by audwrity duly given and as the act of the County
of Pitt. N.C., the foregoing Decd was signed in its corporate name by its Chairman. scaled with its
seal and attested by herself as its Clerk to the Board.
7TNESS my hand and Notary Seal this the 15& day of March, 2000.
Publi
Expirew. �raZ7Y�
NORTH CAROUNA: PinCamly
The ford oetifxtte(s) of
Nmnr(ies) Public is (=) am ro be carnet Filed foe d 2% eda l _T i4. dd.
day Ll m Oo AIRY 1. TART nrDab
h de Awi*wVDcpwrttegererDecd
r
is
Book: 1012 Page: 380 Seq: 3

RULN3 kq@0:i-kg-:p i--d5T1*H�
North Carolina
f DEPARTMENT OF THE
Y Elaine F. Mar,
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh. NC 27626-0622 [phone]
Date: 111712012
Click here to:
View Document Filings I File an Annual Report
JPrint a pre -populated Annual Report Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
NC COASTAL BEVERAGE LEGAL
COMPANY, INC.
Business Corporation Information
SOSID:
0031209
Status:
Current -Active
Effective Date:
11127/1959
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
gistered Agent
Agent Name:
Office Address:
Mailing Address:
rincipal Office
Office Address:
Mailing Address:
NUNNELEE, LEWIS T.
301 HARLEY ROAD
WILMINGTON NC 28404
301 HARLEY ROAD
WILMINGTON NC 28403
301 HARLEY ROAD
WILMINGTON NC 28404
PO BOX 10159
WILMINGTON NC 28404-0159
Title: DIRECTOR
Name: LEWIS TNUNNELEE 11
Business Address: 1919 SOUTH LIVE OAK PARKWAY
WILMINGTON NC 28403
Title: DIRECTOR
Names NIXIE N PEAK

N LTw k g6lk
Business Address: 1021 HAWTHORNE ROAD
WILMINGTON NC 27411
Title: PRESIDENT
Name: LEWIS T NUNNELEE III
Business Address: 1508 PORTSMOUTH PLACE
WILMINGTON NC 28411
Title: SECRETARY
Name: ANN R. NUNNELEE
Business Address: 1919 SOUTH LIVE OAK PARKWAY
WILMINGTON NC 28403
tock
Class Shares No Par Value Par Value
COMMON 10000 10
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3654
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J.S. JANOWSKI
LNGINE:I:RING, PA
PO Sox 30906
Greenville, NC 27833-0906 72-5--13
[phone]
To: NCDENR — Washington Regional Office
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
We are sending you:
❑ Attached
❑ Drawings
® Plans
❑ Letter
❑ Other
2 2/5/l3
Transmitted as checked below:
Attention:
Scott Vinson, Storm Water
Nnonus
Re:
Coastal Beverage Building Expansion, Pitt County
NPDES Phase II Post Construction Storm Water Purrnit
Under separate cover via
❑ Prints ❑ Samples
Sets of Revised Plans
the following:
® Specifications
S43-I Is\ 1 a a
®
For approval
❑ Approved as noted
El ResubmitElFor
your
❑ Approved as submitted
copies for approval
use
❑ Submit
❑ Returned for corrections
copies for distribution
❑
As requested
❑ Return corrected prints
❑
For review
❑ Other
Remarks:
Scott
I have attached a set of revised plans for your records. The
drainage patterns do not change. They purchased an additional
sliver of' land
in order to move the ditch off of the back of the building by
relocating the existing ditch. If you have any questions please call.
Steve
Copy to: file , Coastal Beverage Company
If enclosures are not as noted, kindly notify us at once.

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November 12, 2012
Dunn & Dalton Architects
401 North Herritage St
Kinston, NC 28501
Attn: Mr. Michael Dunn
Re: Coastal Beverage Expansion; Farmville, NC
Dear Mr. Dunn:
Irerrecon
RECE' IVED
NOV 1 4 2012
DiJVu-1NAR0
As requested by Mr. Steve Janowski, representing JS Janowski Engineering, PA, a
representative of Terracon Consultants, Inc. was on site Thursday, November 8, 2012, to
determine the depth to the seasonal high water table and to visually classify the near surface
soils. The location explored is indicated on the attached drawing. Please note that the location
indicated is not to scale.
At the location explored, we encountered sandy clay, silty sand and clayey sand fill to a depth of
approximately 3.0 feet. The soil was heavily mottled and varied in color from yellowish brown
(10YR-5-8), to brown (10YR-5-3), to grayish brown (10YR-5-2), to light grayish brown (10YR-6-
2). Soil texture grades from a grayish brown (10YR-5-2) and light grayish brown (10YR-6-2)
clayey silty sand at 3.0 feet, to a mottled light brownish gray (10YR-6-2) sandy clay at 4.5 feet,
to a mottled gray (10YR-6-1) silty clay at 5.0 feet.
The depth to the seasonal high water table (SHWT) is somewhat complicated as some of the
soil color(s) found in the fill are also used as indicators of a SHWT. In our opinion, the depth to
the SHWT is approximately 3.0 to 4.0 feet as the soil color is predominantly chroma value 2 or
less at and below this depth.
The hand auger boring advanced on the above date was left open for future observation, if
desired.
Sincerely,
Terracon Consultants, Inc.
0�,� 1::7 &37�
Carl F. Bonner, PE
Office Manager
Ro ert H. Neel
t
CMT Department Manager
Terracon Consultants, Inc. 314 Beacon Drive Winterville, NC 28590
-r' P [2521353 1600 F [2521 353 0002 terracon.com Registered NC F-0869

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WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPONDI121108
PROJECT #: SW7 121108 REVIEWER: Samir
Initial Run Date December 7, 2012
PROJECT NAME: Coastal beverage of Farmville Last modified 07-Dec-12
Receiving Stream: Middle Swamp
Drainage Basin: Tar Pam
Class: ��C -S-w�•NSW
Within 1/2 mile �L-JY or N
Index No. •27-86-26-5
bite Area I i4.ar lacres
ODrainage Area 1 222156.00 square feet DA Area 5.10 acres
Rules- "2008" or "Ph2" I Ph2
IMPERVIOUS AREAS - BUA
Runoff
Buildings
47026.00
square feet
1
Street
8748.00
square feet
0.98
SW
square feet
0.95
Future
66105.00
square feet
0.98
Offsite
square feet
??
Other
49774.00
square feet
0.98
BUA at dill. DSQ
,
square feet
TOTAL
1 171653.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious 77.27% SAIDA Ratio 4.05%
Average Design Depth 3.4 feet Req. SA 8997 sf
TSS, 85 or 90: 90 % Prov. SA 10000 1 sf
Drainage Aream
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (Inches)
Predevelopment Rv value
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
.UME CALCULATIONS
New BUA
Old BUA
222156.00
sf
121879.00
49774.00
sf
0,745
0.745
unitless
1
inches
0
13800
2.90
bnm NOAA chart
0.70
use 0.05 if no existing SUA
37581
cubic feet
40019
cubic feet
2008 Design Volume
13800 cubic feet
Phase 2 Design Volume
13800
cubic feet
Required Volume
13800
cf
Area, sf Inc. volume
Acc. volume
Top of Sediment
72.00
msl ........
3552.00 0,00
0.00
Bottom of Shelf
76.00
msl.........
7200.00 21504.00
21504.00
Permanent Pool
76.50
msl.........
10000.00 4300.00
25804,00
Top of Shelf
77.00
mst.........
12600.00 5650.00
31454.00
Temporary Pool
77,60
msl.........
14280,00 8064,00
39518.00
Volume met at elev
78.38
msl
FOREBAY
Vol. Prov, at TP
13714.00
1cf
Perm. Pool Volume=
25804
Req. Forebay Volume=
5161
Provided Volume=
4843.00
Percent=
18.8%
Calculated Averaae Death. feet
13A2
Max Pumo HP
NIA
user input rec
formula
ORIFICE CALCULATION
Average Head
Flow 02, cis
Flow Q5, cts
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flowciyr24hr?
feet
cfs
cfs
or weir H x W
days
NOAA chart @I
unitless
cfs
Q2 Area = 4.10
05 Area = 1.64
Orifice Area = 3.14
Av . Flow Q= 0.061
in x
'# of end contractions, N =
discharge coefficient, C
Effective weir length, L
sq. inches
sq. inches
sq, inches
cfs
in
0.34
0.080
0.032
1
2,00
2.6
4.66
0.82
19.45
YES -OK

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J.S. JANOWSKI
ENGINEERING, PA
PO Box 30906
Greenville, NC 27833-0906
[phone]
To: NCDENR — Washington Regional Office
Water Quality Section
943 Washington Square_ Mall
Washington, NC 27889
We are sending you: ❑ Attached
❑ Drawings ® Plans
❑ Letter ❑ Other
Date: Join No:
6/22/2012
Attention.
Scott Vinson, Storm Water
Re:
Coastal Beverage Building Expansion, Pitt County
NPDES Phase I1 Post Construction Storm Water Permit
Under separate cover via
❑ Prints ❑ Samples
the following:
® Specifications
CopiesD.te __ Number Description
1 11/12/12 Check S545, Deed, Secretary of State, USGS Map, Soils Report SHWT
2 11/12/12 Storm water Application
2 11/12/12 Narrative, Calculations, Average Depth Cale, SA/DA Cale, Pond Vol Cale, Wet Detention Suppl
2 11/12/12 Storm Water Routings
2 11/12/12 Checklist
1 11/12/12 Wet Detention O&M Agreement RECEIVED
l 11/12/12 Drainage Area Map
NOV 14 2012
Transmitted as checked below:
®
For approval
❑
For your
use
❑
As requested
❑
For review
Remarks:
❑
Approved as noted
❑
Approved as submitted
❑
Returned for corrections
❑ Other
Copy to: file, Coastal Beverage Company Signed:
pWQ-WARD
❑ Resubmit
Submit copies for approval
❑
copies for distribution
❑ Return corrected prints
If enclosures are not as noted, kindly notify us at once.

t

Permit No.
(to be provided by D WQ)
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.
Page/ Plan
Ini ' M�'
1
RECEIVED
Plans (1" - 50' or larger) of the entire site showing: NOV 14 2012
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin) ��_���
- Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
- Inlet and outlet structures.
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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
E A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
d/v10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
:r
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117109 Part III. Required Items Checklist, Page 1 of 1