SW7090301_HISTORICAL FILE_20210714

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW :M t�� Z
DOC TYPE I El CURRENT PERMIT
El APPROVEDPLANS
F, HISTORICAL FIL E
El COMPLIANCE EVALUATION INSPECTION
DOC DATE. 7/�/
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
City Beverage Company, Inc
Attention: Jeffrey L. Dixon, President
1471 Weeksville Road
Elizabeth City, NC 27909
Dear Mr. Dixon:
NORTH CAROLINA
EAvirofunentat Quality
July 14, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SVV7090301
City Beverage
Pasquotank County
WAG
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SVV7090301 for a stormwater treatment system consisting of wet
detention pond serving the City Beverage Company located at 1471 Weeksville Road,
Elizabeth City, NC expires on December 30, 2021. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
hftps�//deq.nc.gov/abouUdivisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. th o rpeC@ ncd e n r. q ov.
Sincerely,
Ro er K Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources
ton Regional Office ! 943 Washington Square Mall I Washington Norvh Carolina 27889
E Q Washing
252.94b.6481

ECO1093A - City Beverage
MW bfifu tau
Depth
B-1
B-2
B-3
0" to 6"
Topsoil
Topsoil
Topsoil
tan clay w/ sand
tan clay w/ sand
reddish tan cla
6" to 12"
& silt (organics
(trace organics)
wl sand
found)
tan clay w/ sand
tan clay wl s and
reddish tan clay
12" to 18"
& silt (organics
.
(trace organics)
w/ sand
found)
tan clay w/ sand
tan clay w/ sand
reddish tan clay
19' to 24"
& silt (organics
(trace organics)
w/ sand
found)
Fine sand wl
tan clay wl sand
reddish tan clay
24" to 39'
clay
(trace organics)
w/ sand
Fine sand w/
tan clay wl sand
reddish tan clay
30" to 36"
clay (traces of
(trace organics)
w/ sand
mottling)
Fine sand w/
tan clay wl sand
tan & grey clay w)
36" to 42"
clay (traces of
(traces of
sand (mottling)
mottling)
mottling)
Fine sand w/
tan & grey clay
tan & grey clay w)
42" to 48"
clay (traces of
w/ sand
sand (mottling)
mottling)
(mottling)
Fine sand w/
tan & grey clay
tan & grey clay w)
46'to 54"
clay (moist)
w/ sand (moist)
sand (wet)
Grey fine sand
tan & grey clay
tan & grey clay w)
54" to 60"
w/ clay (moist)
w/ sand (moist)
sand (wet)
60"+
Red course
boring
boring terminated
sand (saturated)
terminated
Soil Type
TeA (Tetolurn
CKA
(Chapanokesilt
TeA (Tetolurn
fine sandy loam
loa
fine sandy loam)
Date of Boring
11119/08
1/8/09
1/8/09
Ex. Ground
Elevation (ft.
7.1
7.4
6.4
above MSQ
Depth to
30
36
36
ESHWT (in)
ESHWT
4.6
4.4
3.4
Elevation
Depth to Water
60
60
54
table (in)
Estimated Water
table Elevation
2.1
2.4
1.9
Prepared by Albemarle and Associates, Ltd.

ROY COOPER
Governor
ELIZABETH S. BISEP
Secretary
BRIAN WRENN
Director
City Beverage Company, Inc
Attention: Jeffrey L. Dixon, President
1471 Weeksville Road
Elizabeth City, NC 27909
Dear Mr. Dixon:
NORTH CAROLINA
Envirottmenial Quality
July 14, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090301
City Beverage
Pasquotank County
WAG
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SVV7090301 for a stormwater treatment system consisting of wet
detention pond serving the City Beverage Company located at 1471 Weeksville Road,
Elizabeth City, NC expires on December 30, 2021. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https�//deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
rog e r. tho rpe(a) n cde n r. q ov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
10W �00 or�41;� North Carolina Department of Environmental Quality Division of Enengv. Mineral and Land Resources
D 7>
EQ� Waghingion Regional Office 1 o43 Washington Square Mail I Washington, North Carolina 27889
252.94h 6481

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MAPLEGEND
Area of Intereatt (AOQ
Area of Interest (AOI)
Solis
Soil Map Units
Special
Point Features
Blowout
Borrow Pit
X
Clay Spot
4
Closed Depression
X
Gravel Pit
Gravelly Spot
Landfill
A
Lava Flow
,,l,
Marsh or swamp
Y
Mine or Quarry
(D
Miscellaneous Water
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
Slide or Slip
0
Sodic Spot
jE
Spoil Area
6
Stony Spot
Soil Map—Pasquotank County, North Carolina
(City Beverage)
Very Stony Spot
Wet Spot
Other
Special Line Features
Gutty
Short Steep Slope
Other
Political Features
0 Cities
Water Features
Oceans
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
LocalRoads
MAP INFORMATION
Map Scale: 1:1,770 if printed on A size (8.5*'x I I ") sheet.
The soil surveys that comprise your AOI were mapped at 1:24,000
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: LITIM Zone 18N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Pasquotank County, North Carolina
Survey Area Data: Version 11, Oct 3, 2008
Date(s) aerial images were photographed: 8/15/20G6
The orthophoto or other bass map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
I'SDA Natural Resources Web Soil Survey 2.1 12123/2008
i1allillill Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map-Pasquotank County, North Carolina
City Beverage
Map Unit Legend
Pasquotank County, North Carolina (NC139)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CKA
Chapanoke silt loam, 0 to 2 percent slopes
3.6
48.0%
CwA
Cho�van sift loam, 0 to 2 percent slopes,
frequently flooded
0.0
0.1%
PeA
Perquimans sift loam, 0 to 2 percent slopes
1.2
16.1%
TeA
Tetotum fine sandy loam, 0 to 2 percent slopes
2.7
35.9%
Totals for Area of Interest
7.5
100.0%
Natural Resources Web Soil Survey 2.1 12/23/2008
Conservation Service National Cooperative Soil Survey Page 3 of 3

Al�l
- ' 'I I emarle
T, 41 ASSOCIATES, LTD.
City Beverage - Stormwater Management Narral
MAR 3 200 prepared for the
AR Chesson
February 24, 2009
Existing Conditions: City Beverage is an existing distribution facility on 7.1 acres on
Weeksville Road in Pasquotank County, North Carolina. The Soil Survey for
Pasquotank County has mapped the soils to consist of Chopanoke silt loan (ChA),
Tetolum fine sandy loam (TeA), Perquimans silt loam (PeA) and Chowan silt loam
(CwA). Elevations on the majority of the site range from 7-9 feet above MSL, with
portions. failing to 4 feet above MSL (NAVD 1988) along the west and north edges of the
site. The site is bounded by existing drainage ditches within the Weeksville Road right-
of-way on the east, the railroad right-of-way on the southwest, and a existing ditch on
the north property line. Runoff from the site is directly discharged into these ditches,
which collect the runoff from the site and convey it to the existing ditch on the north
edge of the site. This ditch conveys runoff to the east and ultimately discharges into the
Pasquotank River. Pasquotank County currently serves the site with water and on -site
septic systems provide for sewage disposal.
Proposed Development. A.R. Chesson has been retained to provide modification to
the existing facility. The site improvements will include the demolition of portions of
existing structures as well as the construction of additions and vehicular circulation,
parking and loading areas. Also included in the work is the relocation of an existing on -
site septic system. Runoff from'portions of the new and existing site improvements will
be collected and discharged into a pond that will be constructed on the north end of the
site. Existing drainage, conditions along the remainder of the site will be maintained in
their current drainage -pattern
NCDENR Permitting Compliance: The site is being developed per the High Density
Stormwater Management Option as set forth in 15A NCAC 02H.1005(3)(b). A
Stormwater Wet Pond is being provided at the north side of the site to meet this criteria.
The pond includes forebays on either side to receive runoff from the new drainage
collection system. The'permanent pool of the pond has been set at the ESHWT
elevation of 4.5, as based upon soil borings. The 2" orifice has been sized to release the
runoff from 1.5" of rainfall from portions of the existing and, proposed improvements in
57 hours at an average discharge rate of 0.08 cfs based upon the head produced by a
temporary pool elevation of 5.9. Runoff in excess of this amount will overflow via a weir
within the outlet structure, and an external weir has been provided for extreme rainfall
event. The site currently contains 123,933 sf of existing impervious area on 7.1 acres
with no provisions for treatment. The site improvements will provide an additional
54,944 sf of impervious area. The new drainage system will collect runoff from 3.68
acres of the 7.1 acre site, including 119,017 sf of existing and proposed impervious
areas, or more than twice the additional impervious area.
Engineering — Surveying -- Land Planning
P. 0. Box 3989, 115 W Saint Clair St, Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

N

STORMWATER MANAGEMENT
CALCULATIONS
MAR - 3 2009 FOR
CITY BEVERAGE
February 27,2009
Owner:
City Beverage Company Inc.
PO Box 1039
Elizabeth City, NC, 27909
Prepared for:
A.R. Chesson
105A Byron Court
Elizabeth City, NC, 27909
Prepared By:
Albemarle & Associates, Ltd.
117C North Water Street
Elizabeth City, North Carolina
252-338-5771
e-mail: info*albemarleassociates.com
File No: EC1093A
1�

SITE RUNOFF CALCULATIONS

Volumetric Runoff Calculations
Simple Method
Project Name: City Beverage
Project Area Description
Basin Informbti6n
existing
16,047
39,640
55,687
existing (to
remain)
!��15
0
23,298
0
.0
36,913
proposed
(additional)
�0, 660
0
611-304
0
0
0
82,104
Receiving Stream Name
Receiving Stream Class & Index Number
Drainage Area
160,518 SF
Existing Impervious Area
36,913 SF
Proposed Impervious Area
82.104 SF
% ImpeNious Area (total)
74.1%
Impervious Su , rfaceArea
On -site Buildings or Lot BUA
34,415 SF
On -site Streets
0 SF
On -site Parking
84,602 SF
On -site Sidewalks/Concrete
0 SIF
Other on -site
0 SIF
Off -site
0 SF
Total:
119,017 SF
Runoff Calculations (Simple Method)
NCDENR
Design Runoff (in)
1.5
Total Area (Ac.)
160,518
Coverage
74.1%
R(v)
0.717
,Rainfall Volume
14,393
NCDENR Design: 14,393

Peak Runoff Calculations
Project Name: City Beverage
Drainage Area 3.68 (ac)
Postclevelopment Runoff Rate (excluding storage devices)
Area
C*A
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.79
1.00
0.79
On -site Streets
0.00
0.95
0.00
On -site Parking
1.94
0.95
1.85
On -site Sidewalks/Concrete
0.00
0.95
0.00
Other on -site
0.00
0.96
0.00
Pervious Area
Remaining
0.95
b.20
0.19
Total:
3.68
2.83
Design Event:
year
hour
depth
1
24
3.12
Weighted Runoff Coefficient:
0.77
Average Intensity:
0.130
(in/hr)
Postdeveloped Peak Discharge:
0.367
(cfs - into BMP)
Predevelopment Runoff Rate (excluding storage devices)
Area
"C',
C*A
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.37
1.00
0.37
On -site Streets
0.00
0.95
0.00
On -site Parking
0.91
0.95
0.86
On -site Sidewalks/Concrete
0.00
0.95
0.00
Other on -site
0.00
0.95
0.00
Pervious Area
Remaining
2.41
0.20
0.48
Total:
3.68
1.71
Design Event:
year
hour
depth
24
3.12
Weighted Runoff Coefficient:
0.47
Average Intensity:
0.130
(in/hr)
Predeveloped Peak Discharge:
0.223
(cfs)
Postdoveloped Peak Discharge:
0.070
(cfs - see calculations from BMP)

POND CALCULATIONS

STORMWATER MANAGEMENT CALCULATIONS - WET DETENTION POND DESIGN
Project
Drainage Area
Receiving Wet Pond
Wet Detention Pond Volume Calculations
By: mim
Date: 02/24109
Forebay Volume
Forebay #1
Forebay #2
Basin (non-forebay)
Volume
elev area volume
elev
area
volume
elev
area
volume
(ft) (Sf) (cf)
(ft)
(Sf)
(Cf)
(ft)
(Sf)
(cf)
-5.0 0
-5.0
0
-5.0
0
-4.0 0
4.0
0
4.0
29
-3.0 0
-3.0
0
Excavated Bottom
-3.0
209
-2.0 0
-2.0
0
Bottom (sediment clean -out elev.)
-2.5
370
-1.0 0
-1.0
0
-1.0
928
974
0.0 0
0.0
0
0.0
1,389
1,159
1.0 0
1.0
227
1.0
1,920
1,655
Excavated Bottom
2.0 132
2.0
390
2.0
2,520
2,220
Bottom (sediment clean -out elev.)
3.0 443 288
3.0
597
494
3.0
3,185
2,853
Bottom of Bench
4.0 824 634
4.0
842
720
Bottom of Bench
4.0
3,909
3,547
Permanent Pool Elevation
4.5 1,785 652
4.5
1,373
554
Permanent Pool Elevation
4.5
4,799
2,177
Permanent Pool
Volume (Forebay) 1,573
1,767
Permanent Pool
Volume (Basin):
14,683
Pond Summary
Storage (Temporary Pool) Volume
Total Permanent Pool Volume:
17,923
(cf)
Top of Bench
5.0
10,569
4,632
Forebay Permanent Pool Volume:
3,340
(cf)
6.5
11,661
5,558
Forebay Percentage of Total Volume:
19%
(cf)
Storage Elevation
5.9
12,778
4,888
Total Storage Volume:
15,077
(cf)
Storage (Temp. Pool) Volume:
115,077
Pond Design Parameters
Storage Elevation :
5.9
(ft.)
Area at Storage Elev.
12,778
(s.f.)
Permanent Pool Elev.
4.5
(ft.)
Area at Perm. Elev.
7,957
(s.f.)
Storage Volume:
15,077
(c.f.)
Design Volume:
14,393
(c.f.)
Orifice :
2.00
(in)
Discharge coefficient:
0.6
Avergae Depth:
2.3
Percent Coverage:
74%
Required SA/DA ratio:
4.78 (coastal county, 85% tss removal, depth
Req'd Surface Area :
0. 18 (ac)
0.18 provided)
3.5
Pond Drawdown Calculations
Design Volume =
14,393
cf
Design Storage Height
1.40
ft
Average Head =
0.44
ft.
Discharge Coefficient
0.60
Area of Orifice =
0.022
sf.
Discharge Rate
0.070
cfs.
Drawdown Calculations
NCDENR Design Volume
57
hrs
,Storage Volume =
60
hrs
ft.)
Prepared by Albernade and Associates, Ltd.

JOB
SHEET NO —OF
bemarle CALCULATED BY -DATE
CHECKED BY DATE
Land Plannin

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Friday, Feb 27 2009, 2:33 PM
Hyd. No. 4
wet pond routing
Hydrograph type = Reservoir Peak discharge
4�_�5 ��3cs
Storm frequency = 10 yrs Time interval 31rrtin
Inflow hyd. No. = 3 Max. Elevation �G" �
Reservoir name = wet detention pond Max. Storage 23,110cuft
Storage Indication method used. Hydrograph Volume = 54,905 cult
wet pond routing
Q (CfS) Hyd. No. 4 — 10 Yr Q (CfS)
7.00 - 7.00
6.00 - 6.00
5.00 5.00
4.00 - 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 - 0.00
0 7 13 20 26 33 39 46 52 59 65 72
— Hyd No. 4 — Hyd No. 3 11- LFU I P Req. Stor 23,110 cuft Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisotve Friday, Feb 27 2009, 2:33 PM
Hyd. No. 4
wet pond routing
Hydrograph type = Reservoir Peak discharge = 4.543 cfs
Storm frequency = 10 yrs Time interval = 3 min
Inflow hyd. No. = 3 Max. Elevation = 6.49 ft
Reservoir name = wet detention pond Max. Storage = 23,110 cuft
Storage Indication method used. Hydrograph Volume = 54,905 cult
Elev (ft)
8.00
7.00
9re in
5.00
4.00 1 1 1 1
0 7 13 20
— 1. wet detention pond
wet pond routing
Hyd. No. 4 — 10 Yr
26 33 39 46 52 59 65
Elev (ft)
8.00
7.00
VI M11
5.00
1 4.00
72
Time (hrs)

Channel Report
Hydraflow Express by Intelisolve
Friday, Feb 27 2009, 2:35 PM
City Beverage
- Vegetated Filter (10 yr
pond discharge)
Trapezoidal
Highlighted
Botorn Width (ft)
= 10.00
Depth (ft)
= 0.32
Side Slope (z:1)
= 2.00
Q (Gfs)
= 4.500
Total Depth (ft)
= 1.00
Area (sqft)
= 3.40
Invert Elev (ft)
= 4.50
Velocity (fUs)
= 1.32
Slope (%)
= 0.50
Wetted Perim (ft)
= 11.43
N-Value
= 0.035
Crit Depth, Ye (ft)
= 0.19
Top Width (ft)
= 11.28
Calculations
EGL (ft)
= 0.35
Compute by:
Known Q
Known Q (cfs)
= 4.50
Elev (ft)
6.00
\7
5.50
5.00
4.50
4.00
2 4 6
Section
8 10 12 14 16
Depth (ft)
1.50
1.00
0.50
IMOR
-0.50
18
Reach (ft)

DRAINAGE SYSTEM
CALCULATIONS

CFrY BEVERAGE
Drainage System Calculations
1 lo'
kncentratiol(10yrevent)l
Additional Drainage
Area
I Cumm. Drainage Area
Q
Diameter
n
Slope Q (1 pipe)
V
TroFn
c
1 Area
I eA
Area
c*A
design
mannin a
(flowing full)
(min)
(in/hr)
(ac.)
(efs)
(inches)
_I
(ft /ft.)
(cfs)
ftisec
City Beverage
- East L
TD (n end
TD (a end)
10
6.4
0.95
.3
0.34
0.36
0.34
2.2
12
0.01
0.0020
2.08
2.64
TD is end)
DI #5
10
6.4
0.95
0.29
028
0.65
0.62
4.0
is
0.01
0.0017
3.47
2.63
DI #1
DI #2
10
6.4
0.95
0.10
0.10
0.10
0.10
0.6
12
0.01
0.0028
2.46
113
DI #2
DI #3
10
6.4
0.80
0.42
0.34
0.52
0.43
2.8
15
0.01
0.0015
3.26
2.66
Dl #3
pond
11
6.2
0.85
031
026
1.48
1.31
8.1
18
0.01
0.0035
8.10
4.58
City Beverage
- West Leg
roof drain
bend
1
6.4
1.00
0.23
0.23
023
0.23
1.6
10
0,01
0.0020
1.28
234
bend
4
Ul_;F
120
6.4
0!§02
1!2
1!7%0
0.23
0.23
1.5
12
0.01
0,0030
2.54
3.24
DI #4
pond
11
6.2
5 5
5.2
0
1.03
0.99
6.1
18
0.01
0.0050
9.68
5.48

fko�IF
01: 4
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City Beverage
DT 1—\. .
Vapo
0110112009 00:15.00
SWMM 5
Page 1

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0
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LLJ
City Beverage - Drainage system profile - 10 yr HGL (West Leg)
Water Elevation Profile: Node 7 - 1
I
150
Distance (ft)
01/01/2009 00:15:00
SwMM 5 Page I

�M
r-
0
M
Q)
uj
City Beverage - Drainage system profile - 10 yr HGL (East Leg)
Water Elevation Profile: Node 4 - 8
Distance (ft)
01/01/2009 00:15:00
SYMM 5 Page 1

North Carolina Department of Environment and
Natural Resources
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewer:
Submit
Time
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site planLPDF file) and vicinity map (same items expected in the application packaae
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a),ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a).ncmail.ne
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(a).ncmaii.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(iiinctnail.net �5\)'i -7 C)9c) 3c> 1
Wilmington Region -Janet Russell 910-350-2004 or janet.russellprcmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day,
Project Name: CITY BEVERAGE COMPANY County: PASQUOTANK
Applicant: JIMMY DIXON. Company: CITY BEVERAGE CO. INC.
Address: 1471 WEEKSVILLE ROAD City: ELIZABETH CITY, State: NC Zip: 27909
Phone: - - Fax: Email: IrEXPRES94S
Project is Drains into SC waters Project Located in PASQUOTANK River Basin
Engineer/Consultant: Jason Mizelle Company: Albemarle & Associates, Ltd. MAR 0 3 2009
Address: 117C NORTH WATER STREET City: ELIZABETH CITY, State: NC Zip: 27909
Phone: [phone] Fax: :[phone] Email: imizelle(a),AlbemarleAssociates.com NC DENR
(Check all that apply)
Scoping Meeting ONLY El DWQ, El DCM, F-1 DLR, F-1 OTHER:
Stream origin Determination: # of stream calls - Please attach TOPO map marking the areas in questions
Z State Stormwater General El SFR,
:­. I
CBkhd & Bt Rmp, El Clear & Grub, E-1 Utility Tf) LIK-- -
0 Low Density F� Low Density -Curb & Gutter —
# Curb Outlet Swales E] Off -site [SW permit
_(Provide
N High Density -Detention Pond _ # Treatment Systems El High Density -Infiltration _ #Treatment Systems
F-1 High Density -Bio-Retention _ # Treatment Systems
El High Density -Constructive Wetlands _ # Treatment Systems
F-1 High Density -Other _ # Treatment Systems
F] MODIFICATION SIN _ (Provide permit #)
El Coastal Management Excavation & Fill
Bridges & Culverts 0 Structures Information
Upland Development
EJ Marina Development El urban Waterfront
Z Land Quality Erosion and Sedimentation Control Plan with 3.racres to be disturbed.(CK #- (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
1-
i2- �- 6- C t C't I Ct� 7—
F-1 Wetlands (401): Check all that appi
Isolated wetland on Property 0 Yes [-I No
Wetlands on Site Z Yes F1 No
Buffer Impacts: 0 No F] YES: _acre(s)
Wetlands Delineation has been completed: 0 Yes [] No
Minor Variance: Z No F1 YES
US ACOE Approval of Delineation completed: E] Yes Z No
Major General Variance 2 No F] YES
404 Application in Process w/ US ACOE: El Yes Z No
401 Application required: E]Yes M No If YES, F1 Regular
Permit Received from US ACOE EJ Yes N No
Perennial, Blue line stream, etc on site [�] yes F1 No
For DENR use only
Fee Split for multiple permits: (Check #
Total Fee Amount $ CLCY-n
I SUBMITTAL DATE$
F—Fee
OATES
I Fee
CAMA .
$
1 Var!ance (E] W'-" D Min)
$
SIN D, 0 LD, El Gen)
$ 2.D -b
1 .
z .
$
LQS
$ 5vo
1 Stream Deter,—
$

lbemarle
& ASSOCIATES, LTD.
February 25, 2009
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Ms. Lyn Hardison
N: x, �-i �-, i LV 4 �, V
UMMUT;i WD,
MAR 0 3 20
HC DENIJ�
RE: City Beverage
High Density Stormwater Management Submittal, Express Permit Program
Dear Lyn:
Please find the enclosed Stormwater Management Permit Application for expansions to City Beverage
Co. Inc. The project is an existing facility on a 7.1 acre site in Pasquotank County. The stormwater
management system for the facility conforms to NCDENR high -density standards under regulations set
forth for the 20 coastal counties. The information included within the attached submittal include:
• NCDENR stormwater management permit application (1 original & 1 copy)
• Express Review Fee ($4,000)
• Wet Detention Basin supplement & checklist (1 original)
• Wet Detention Basin Maintenance Agreement (1 original)
• Soil Report (1 copy)
• stormwater management narrative (1 copy)
stormwater runoff calculations (1 copy)
Coversheet (dated 02/11/09), Demolition Plan (C101 dated 02/11/09), Site Plan (C201 dated
02/11/09), Grading and Drainage (C301 & C302 dated 02/25/09), and Stormwater details (C303
datedO2/25/09) - (2 copies)
If you have any further questions regarding any portion of this submittal, please do not hesitate to call me.
91FIT11;
2a�
Project
cc:
A.R. Chesson
File ECO1093A (350)
Engineering — Surveying — LandPlanning
P.O. Box 3989, 115 W Saint Clair St, Kill Devil Hills, NC 27948
Telephone, 252-441-2113 Fax. [phone]