SW8230507_Historical File_20230613

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, June 14, 2023 8:11 AM
To: '[e-mail]'; [e-mail]
Cc: Norris, Kellie E
Subject: SW8 230507 Pender County ABC Retail & Warehouse
Attachments: SW8 230507 - Pender County ABC Retail & Warehouse.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on June 13, 2023 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer, Kellie Beth Norris (cc'd).
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
New email: [e-mail]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Website: hitp:l/deq.ric. ov about/divisions/energy-mineral-land-resources/stormwater
Many employees are working remotely or are on staggered shifts. Please check with the appropriate staff before visiting our
offices, as they tray be able to handle your requests by phone or email.
i

June 13, 2023
Ms. Kellie Beth Norris, EIT
NC Department of Environment and Natural Resources
Division of Energy, Mineral & Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pender County ABC Retail & Warehouse
Stormwater Permit Application Revised Documents
Ms. Norris,
We are in receipt of your review comments dated 12 June 2023. Below, please find a list of the
comments received along with responses to each of the comments:
1. I am going over this project and still am seeing some inconsistencies between the Drainage
Area table of the application and the Drainage Area Tables in the Supplement.
RESPONSE: Based on our phone conversation today, R is my understanding that this item is
now considered closest.
2. Also. it appears that in calculating the drnwdown time that the provided volume was used
instead of the minimum design volume calculated by the Simple Method.
RESPONSE: The calculations have been updated as requested. In. order to meet the desired
drawdown time; we caiso had tc reduce The orifice size from 1.5-Inch to 1.25-inch. As
requested,. you are aushorized to mark through and revise the office size to be 1.25-inch ©rt
sheet C-610.
3. In our phone call, you requested that we revise line item #32 on the Supplement EZ form to
match the forebay volume listed in the calculations. RESPONSE: Upon review of the
ccaicu m-tlons, we determined thct 3,180 ct is the actual r': rnoer. h has "peen corrected to be
consistent 2hraughout the documents.
Included with this submittal, please find the following documents:
• One (1) electronic copy of comment response letter
■ One (1) electronic copy of the Supplement EZ form
• One (1) electronic copy of the revised stormwater calculations
ECEIVE
JUN 12 2023
BY:

It is our hope that this request is complete and meets your satisfaction. Please let us know if there is
anything we can do to assist with an expeditious review of this request. If you have any questions
regarding this request, please feel free to contact me at any time via email (seanCgrounded-
enaineerina.com) or on my mobile phone at 919.621.3671.
Respectfully,
Sean A. Dolle, PE
Grounded Engineering, President
ENGINEERING

Fender County ABA Retail & Warehouase
Site Plan Submittal
Stormwater Calculations
Grvt nd-ed Fngineering ;Project #20146
SEAL
Prepared For:
Pender County ABC Board
207 Hwy 117 Bypass
Burgaw, NC 28425
Prepared By:
Grounded Engineering
4909 Liles Road
Raleigh, NC 27601
P: 919.438.3694
Firm License C-3898
Issued: January 15, 2023
Revised: March 24, 2023
April 25, 2023
May 5, 2023
May 30, 2023
June 13, 2023 ECEIVE
JUN 12 2023
B�
ENGINEERING

Table of Contents:
Section 01
Section 02
Section 03
Section 04
Section 05
Section 06
Section 07
Section 03
Executive Summary
Existing Site Conditions
Proposed Site Conditions
Water Quality Calculations
Proposed Routing Calculations
Buoyancy Calculations
Dissipator Pad Calculations
Supporting Documentation / Maps
"i" 'saRl
ENGINEERING

4909 Lips Road
Raleigh, NC 27606
Section 1:
Executive Summary
ENGINEERING

Pender County ABC Retail & Warehouse
Stormwater Report
Grounded Engineering Project #20146
June 13, 2023
Executive Summary
This report has been provided to show compliance with applicable NCDEQ stormwater regulations.
Per NCDEQ, the proposed site is considered a high -density development. As such, the subject site
has been designed to include a wet pond located at the rear of the site. The pond has been
designed to treat the calculated water quality volume as well as mitigate the 1-year storm event.
Calculations associated with the proposed pond are provided in this report.
Additionally, the proposed improvements inside of the HWY 117 public right-of-way do not drain to
the proposed stormwater control measure (SCM). The proposed drainage pattern is consistent with
the existing drainage pattern. HWY 117 is a super -elevated roadway that slopes away from our
project site. The proposed driveways connections have been designed to comply with NCDOT slope
requirements. In our evaluation of the site conditions, it is our determination that draining the
impervious area associated with the improvements inside of the public right-of-way to the proposed
SCM is not feasible and would be inconsistent with existing drainage patterns. Furthermore, the
proposed improvements inside of the public right-of-way are replacements to the existing driveway
improvements already located inside of the right-of-way. In our review of the existing conditions as
compared to the proposed conditions, it is our determination that the proposed improvements will
actually result in a net decrease of approximately 530 sf of impervious area located inside of the
public right-of-way. The area inside of the public right-of-way drains to an existing drainage feature
located along the north property line via an existing roadside swale.
4909 Liles Road
ENGNEERING

Section 2:
Existing Site Conditions
ENGINEERING

Pender County ABC Retail & Warehouse
Stormwater Report
Grounded Engineering Project #20146
June 13, 2023
Existing Site Conditions Description:
The proposed project is located on a single parcel at 0 HWY 117 in Burgaw, North Carolina. The
parcel is located at the northeast corner of the intersection of HWY 117 and E. Fremont Street.
The existing lot is currently partially developed and includes two (2) site access driveways, paved
parking surfaces and multiple structures. Additionally, in review of aerial imagery, it has been
determined that the subject site previously had additional structures and parking improvements. In
review of the provided survey and the aforementioned aerial imagery, the existing impervious area
has been calculated to account for 27,743 sf of the subject site.
The site primarily drains north and east. HWY 117 is a super -elevated roadway that slopes away from
our project site. In our evaluation of the site conditions, it is our determination that the area located
inside of the public right-of-way along the property frontage drains to an existing drainage feature
located along the north property line via an existing roadside swale.
Portions of the subject site are wooded, and a small pocket of wetlands is located at the northeast
corner of the site.
4909 Liles Road
ENGINEERING

section I
Proposed Site Conditions
ENGINEERING

Pender County ABC Retail & Warehouse
Stormwater Report
Grounded Engineering Project #20146
June 13, 2023
Proposed Site Conditions Description:
This proposed project includes the development of a single -story building for use as an office,
warehouse, and retail space. In addition to the building, the proposed site improvements include
parking, sidewalks and supporting infrastructure.
The subject site has been designed to include a wet pond located at the rear of the site. The pond
has been designed to treat the calculated water quality volume as well as mitigate the 1-year storm
event. A storm drainage system has been designed to collect and carry stormwater runoff from the
site to the proposed wet pond. Calculations associated with the proposed pond are provided in this
report.
Additionally, the proposed improvements inside of the HWY 117 public right-of-way do not drain to
the proposed stormwater control measure (SCM). The proposed drainage pattern is consistent with
the existing drainage pattern. HWY 117 is a super -elevated roadway that slopes away from our
project site. The proposed driveways connections have been designed to comply with NCDOT slope
requirements. In our evaluation of the site conditions, it is our determination that draining the
impervious area associated with the improvements inside of the public right-of-way to the proposed
SCM is not feasible and would be inconsistent with existing drainage patterns. Furthermore, the
proposed improvements inside of the public right-of-way are replacements to the existing driveway
improvements already located inside of the right-of-way. In our review of the existing conditions as
compared to the proposed conditions, it is our determination that the proposed improvements will
actually result in a net decrease of approximately 530 sf of impervious area located inside of the
public right-of-way. The area inside of the public right-of-way drains to an existing drainage feature
located along the north property line via an existing roadside swale.
4909 Liles Road
ENGINEERING

4909 tiles Road
Raleigh, NC 27606
Section 4:
Water Quality Calculations
ENGINEERING

Pender County ABC Retail & Warehouse
Stormwater Report
Grounded Engineering Project #20146
June 13, 2023
Proposed Water Quality Narrative:
Per NCDEQ, the proposed site is considered a high -density development. As such, the subject site
has been designed to include a wet pond located at the rear of the site. The pond has been
designed to treat the calculated water quality volume. Calculations associated with the water
quality requirements are provided in this section of the report.
4909 Liles Road
ENGINEERING

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Wet Pond Calculations
6/13/2023
Calculate Average Death lD_._1 fUsino MDC. C-3. Eauation 31
Main pool volume at permanent pool elevation (VPP) _
Area of main pool at bottom of the shelf (Abotromof:hen) _
�1%
Depth of water at the deep side of the shelf measured from permanent pool (Depth b o er:hem) =
o s
Perimeter of main pool at the bottom of the shelf (Perimeterpemp-1) =
rt z
Width from deep side to the dry side of the shelf measured at permanent pool (Widthseb-M.d ood of ~) =
3
V:her=0.5' (Depth, o -rshA * (PerimeterWr,,,�oi) ` (Width,,,bmergedpart oished
245.25
D., = (VPP - VsheM)/(Abottemorsh.0
3.06
natarmina if P-el Mean Ranuirad SA/nA Retie
Total drainage area =
) 7MM
Portion of drainage area that is impervious =
AVA4D
Drainage area % impervious =
637
Nearest Higher Percentage (Using Table 2 from MDC, C-3 Wet Pond) =
70'%
Nearest Higher Percentage SA/DA ratio (Using Table 2 from MDC, C-3 Wet Pond) =
5.11
Nearest Lower Percentage (Using Table 2 from MDC, C-3 Wet Pond) =
60%
Nearest lower percentage SA/DA ratio (Using Table 2 from MDC, C-3 Wet Pond) =
4.26
Calcuated required minimum SA/DA ratio =
A 5Z
Pond SA provided =
7.1310
SA/DA ratio provided =
9.95
erify Volume Distribution
verall pool volume at permanent pool elevation = 19.338
)rebay pool volume at permanent pool elevation = 3L18D.�
xebay pool volume percentage of main pool volume = 16.44%
Cnlr•ulnta Runoff n&ernn vnlum& (nv1
Impervious fraction &.) =
0.63
Runoff coefficient (Rv) :, 0.05 + 0.9"I,.
0.62
Design storm depai (R;;) =
Drainage area (A) =
78,480
Drainage area (A) =
1.80
DV = 3630`Rp`Rv`A
6,075
Calculate fhe Water Oua81v Death Reauired for the Temoorary Pool
Temporary pool volume (required) =
6,075
Permanent pool volume (:-ntire device) _
Total volume (Permanent + Temporary) =
25,413
Nearesi higher pond volume (using :.loge -storage spreadsheet) =
28.248
Nearest elevation at higher pond volume (usinro si oge-storage spreadsheet) =
43.O
Nearesi lower pond volume (using stage -storage spreadsheet) =
23.555
Nearest elevation at lower.pond volume (using s:ryge-storage spreadsheev) _
42.5
Interpolating using trie stage sioroge calculation table, the temporory pool elevation =
42.70
Cnfr ulnta tho r1mweinwn Tim& fnr the Water Dualifv Volume -
Orifice invert elevation (PWE) =
4200
Weir elevation (Riser)
Orifice diameter =
Depth to weir elev. from PW E =
1.00
Volume to draw down =
6,075
Coefficient of discharge (Cp) _
Cross -sectional area of orifice entrance (A) =
0.01
Acceleration of gravity (g) =
32.2
Driving hear from water surface to centroid orifice (Ho) =
0.33
Orifice Discharge (Q) = Cp"A"(2`g-Ho) s
0.03
Drawdown time =
2.7
Notes
-f @ Elev =42.00
I @ Elev = 41.50
t @ Elev = 41.50
t @Elev =41.50
t
-f
t Must be at least 3.0'
I
if
OK
-f @ Elev = 42.00
-f @ Elev = 42.00
OK Must be between 15-20%
Use Simple Method in MDC B
n
;r
3c
I
n
cf
if
ft/secz
it
cfs
days
Use Simple Method in MDC B
@ Elev = 42.00
@ Elev = 43.00
@ Elev = 42.50
Required WQ Volume
Per MDC B Table 6

Section 5.0
Proposed Routing Calculations
ENGINEERING

Pender County ABC Retail & Warehouse
Stormwater Report
Grounded Engineering Project #20146
June 13, 2023
Proposed Pond Narrative:
Per NCDEQ, the proposed wet pond is required to discharge the runoff from the one-year, 24-hour
storm event in a manner that minimizes hydrologic impacts to the receiving channel. As shown in this
section of the report, the proposed wet pond has been designed to release the stormwater runoff
from the wet pond at a significantly reduced rate over an extended period of time to comply with
applicable NCDEQ requirements.
4909 Liles Road
ENGINEERING

To SCM
Subcat Reach 4/01,
Lll��v�i
A
Wet Pond Device #01
Routing Diagram for 52 - Proposed Routing
Prepared by {enter your company name here}, Printed 5/27/2023
HydroCAD®10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC

52 - Proposed Routing
Prepared by (enter your company name here} Printed 5/27/2023
HydroCADO 10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatch me nt-nu m be rs)
0.662 61 >75% Grass cover, Good, HSG B (1 S)
1.140 98 Paved parking, HSG B (1 S)
1.802 84 TOTAL AREA

52 - Proposed Routing
Prepared by {enter your company name here) Printed 5/27/2023
HydroCAD®10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 3
Soil Listing (all nodes)
Area Soil Subcatchment
(acres) Group Numbers
0.000
HSG A
1.802
HSG B is
0.000
HSG C
0.000
HSG D
0.000
Other
1.802
TOTAL AREA

52 - Proposed Routing
Prepared by (enter your company name here}
HydroCAD®10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC
Printed
5/27/2023
Paae 4
Ground Covers (all nodes)
HSG-A HSG-B
HSG-C HSG-D
Other
Total
Ground
Subcatchment
(acres) (acres)
(acres) (acres)
(acres)
(acres)
Cover
Numbers
0.000 0.662
0.000 0.000
0.000
0.662
>75% Grass cover, Good
1 S
0.000 1.140
0.000 0.000
0.000
1.140
Paved parking
is
0.000 1.802
0.000 0.000
0.000
1.802
TOTAL AREA

52 - Proposed Routing
Prepared by {enter your company name here} Printed 5/27/2023
HydroCAD® 10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 5
Pipe Listing (all nodes)
Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill
Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches)
1 113 37.80 37.50 55.0 0.0055 0.012 15.0 0.0 0.0

52 - Proposed Routing Type 1124-hr 1-yr Rainfall=3.51 "
Prepared by {enter your company name here} Printed 5/27/2023
HydroCADO 10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 6
Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S: To SCM Runoff Area=78,480 sf 63.25% Impervious Runoff Depth=1.95"
Tc=5.0 min CN=84 Runoff=6.44 cfs 0.292 of
Pond 1 P: Wet Pond Device #01 Peak Elev=43.01' Storage=9,144 cf Inflow=6.44 cfs 0.292 of
Outflow=0.14 cfs 0.289 of
Total Runoff Area = 1.802 ac Runoff Volume = 0.292 of Average Runoff Depth =1.95"
36.75% Pervious = 0.662 ac 63.25% Impervious = 1.140 ac

52 - Proposed Routing Type 1124-hr 1 yrRainfa/1=3.51"
Prepared by {enter your company name here} Printed 5/27/2023
HydroCAD®10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 7
Summary for Subcatchment 1 S: To SCM
Runoff = 6.44 cfs @ 11.96 hrs, Volume= 0.292 af, Depth= 1.95"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-yr Rainfall=3.51 "
Area (sf) CN Description
0
98
Roofs, HSG D
28,840
61
>75% Grass cover, Good, HSG B
49,640
98
Paved parking, HSG B
0
55
Woods, Good, HSG B
78,480
84
Weighted Average
28,840
36.75% Pervious Area
49,640
63.25% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry, Time of Concentration - Small Site
Subcatchment 1 S: To SCM
Hydrograph
Runoff
Type II 24-Fir
6
1-yr Rai nfal I=3.51 "
5
Runoff Area.78,480 sf
Runoff Volume=0.292 of 4-Runoff Depth=1.95"
3
TC=5.0 min
CN=84
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
Time (hours)

52 - Proposed Routing Type 11 24-hr 1-yr Rainfall=3.51 "
Prepared by {enter your company name here} Printed 5/27/2023
HydroCADO 10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 8
Summary for Pond 1 P: Wet Pond Device #01
Inflow Area = 1.802 ac, 63.25% Impervious, Inflow Depth = 1.95" for 1-yr event
Inflow = 6.44 cfs @ 11.96 hrs, Volume= 0.292 of
Outflow = 0.14 cfs @ 15.60 hrs, Volume= 0.289 af, Atten= 98%, Lag= 218.3 min
Primary 0.14 cfs @ 15.60 hrs, Volume= 0.289 of
Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.01 hrs
Peak Elev= 43.01' @ 15.60 hrs Surf.Area= 9,724 sf Storage= 9,144 cf
Plug -Flow detention time= 1,669.8 min calculated for 0.289 of (99% of inflow)
Center -of -Mass det. time= 1,662.7 min ( 2,484.0 - 821.3 )
Volume Invert Avail.Storage Storage Description
#1 42.00' 31,157 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
42.00 8,316 0 0
42.50 9,062 4,345 4,345
43.00 9,709 4,693 9,037
44.00 11,046 10,378 19,415
45.00 12,439 11,743 31,157
Device Routing Invert Outlet Devices
#1 Primary 37.80' 15.0" Round RCP Round 15"
L= 55.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 37.80' / 37.50' S= 0.0055 '/' Cc= 0.900
n= 0.012 Concrete pipe, finished, Flow Area= 1.23 sf
#2 Device 1 43.00' 15.7' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#3 Device 1 42.00' 1.5" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads
Primary Outflow Max=0.12 cfs @ 15.60 hrs HW=43.01' (Free Discharge)
L =RCP Round 15" (Passes 0.12 cfs of 13.43 cfs potential flow)
2_Sharp-Crested Rectangular Weir (Weir Controls 0.06 cfs @ 0.34 fps)
3_Orifice/Grate (Orifice Controls 0.06 cfs @ 4.84 fps)

52 - Proposed Routing Type 1124-hr 1 yrRainfall=3.51"
Prepared by {enter your company name here} Printed 5/27/2023
HydroCAD® 10.00-19 s/n 08171 © 2016 HydroCAD Software Solutions LLC Page 9
Pond 1 P: Wet Pond Device #01
Hydrograph
Inflow
❑ Primary
Time (hours)

Section 6:
Buoyancy Calculations
ENGINEERING

BOUYANCY CALCULATIONS FOR RISER/BARREL
Pender County ABC Retail & Warehouse
6/13/2023
Riser Inside Diameter (ft):
5.0
Riser Wall Thickness (in):
5
Pond Bottom Elevation (ft):
37.00
Riser Crest Elevation (ft):
42.00
Density of Riser Matl (lb/cf):
150.00
Pipe Inside Diameter (in):
15
Pipe Wall Thickness (in):
2
Length of Pipe Exposed (ft):
0.00
Density H2O (lb/cf):
62.40
Volume H2O Displaced by Riser (cf):
133.63
Weight H2O Displaced by Riser (Ib):
8338.31
Volume H2O Displaced by Pipe (cf):
0.00
Weight H2O Displaced by Pipe (Ib):
0.00
Total Uplift Force (Ib):
8338.31
Weight of Riser (Ib):
5317.80
Weight of Pipe (Ib):
0.00
Pipe/Riser Downward Force (Ib):
5317.80
Ballast Concrete:
Minimum Factor of Safety:
1.2
Required ballast thickness (in):
19.10
Provided Ballast Thickness in):
20
Total Downward Force (Ib):
10226.54
Provided Factor of Safety:
1.23
OK

Section 7.0
Dissipator Pad Calculations

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1 117 rA Y STAT: or
Plied for regf3tmdon cm at
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Recording Data
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ZT Listing noted by: W 1:5 Tax Supervisor's Office
I to: Billy Plutral
c/o D. C. TAular
Rt. 1 Box 43
801-1? Ridge, NC 28445
PREPARED BY: CORBITT & FISLER, Attorneys at Law, P. O. Drawer 727, Burgaw,
N. C.f 26425. The attorney preparing this instrument has made no record
search or title examination as to the property herein described, unless the
same is shown by his written and signed certificate.
Brief description for the index:
GENERAL WARRANTY DEED
THIS DEED, made this lfith day of May, 1984, by and between:
GRANTOR!: D. C. Lanier and wife Wilma B. Lanier
GRANTEE: Billy Edwin Futral and wife Dorothy Louise Putral
The designation Grantor and Grantee as used in this instrument shall
include the designated parties, their heirs, successors and assigns, and
shall include singular, plural, masculine, feminine or neuter as'required
Fi
by context. Feminine or masculine pronouns shall be -substituted for those.
of neuter form or vice versa and the plural substituted f6r the singular
number or vice versa in any place in which the context may require such.
Grantor, for a valuable consideration paid by Grantee, 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 Topsail Township, Fender County, worth
Carolina, a short distance North of Secondary Road.#1608 and being more
particularly described as:
BEGINNING at a point in the center of a 20 foot wide roadway easement,
Said point being located along said easement at a point that is the
following courses and distances from an old iron pipe located in the
intersection of the Northern right-ofwayline of Secondary Road #1608 with -
the dividing line between lots #2 and #3 of the Z. R. Thompson Division as
shown on a map of said division duly recorded In Map Book 4, at page 55, of
the Pender County Registry- North 84 degrees 50 minutes West 104.38 feet,
'North 05 degrees 00 minutes East 314.02 feet and North 85 degrees 00
minutes West 84.04 feet to the Beginning; And running thence from the
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Soil Map—Pender County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of ACI
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slopes, eroded
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Natural Resources Web Soil Survey 10/11/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3

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RETAIL & WAREHOUSE
SCM DRAINAGE AREA PLAN
ECEIVED
JUN 12 2023
n 4909 Liles Road
R Raleigh, NC 27606
ENGINEERING 919.438.3694 )a)
Firm License C-3898

Norris, Kellie E
From:
Norris, Kellie E
Sent:
Monday, June 12, 2023 1:48 PM
To:
Sean Dolle; [e-mail]
Cc:
Davis, Richard M
Subject:
Pender County ABC Retail & Warehouse SW8230507 - Request for Additional
Information
Hey Sean -
I am going over this project and still am seeing some inconsistencies between the Drainage Area table of the application
and the Drainage Area Tables in the Supplement.
Also, it appears that in calculating the drawdown time that the provided volume was used instead of the minimum
design volume calculated by the Simple Method.
Any revised items can be emailed and I can print. Please give me a call if you would like. I have almost completed the
permit. All items are needed by June 19d, 2023, as this email is in lieu of a formal letter.
Thank you-
1Geeli Set. NaW4,, UT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive E;dension
Wilmington, NC 28405-3845
Phone: [phone]
of `.'
Dri
weep: pw"�
WOOMM 1000
!'�NothingCxun:yares _
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Sean Dolle <[e-mail]>
Sent: Wednesday, May 31, 2023 7:35 PM
To: Kowalczyk, Lisa N <[e-mail]>
Cc: Norris, Kellie E <kellie. [e-mail]>
Subject: RE: [External] RE: Pender County ABC Retail & Warehouse SW8230507 - Request for Additional Information

May 30, 2023
Ms. Lisa Kowalczyk
NC Department of Environment and Natural Resources
Division of Energy, Mineral & Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pender County ABC Retail 11r Warehouse
Stormwater Permit Application - Revised Documents
Ms. Kowalczyk,
ECEIVE
!UN 01 2023
BY:
We are in receipt of your review comments dated 25 May 2023. Below, please find a list of the
comments received along with responses to each of the comments:
1. 15A NCAC 02H.1042(3)(b):
a. Row 7 of the supplement-EZ cover page indicates that the width of vegetated setback
provided will be 0 feet; however, there is a stream with a corresponding 50-foot vegetated
setback shown on the provided plan sheets. Please reconsider items 7 through 9 on the
Supplement-EZ cover page and provide both a revised, signed hardcopy and electronic
version of this page.
RESPONSE: The reitawiiLwd fields ixav= v=wig € c, ged on the revised Form as requesrea.
b. In Row 35 of the wet pond section of the supplement it appears that a minimum required
storage volume of 6,075 cubic feet is provided, not the design volume of the SCM.
Considering the difference between the nearest higher pond volume of 27,386 cubic feet
and the permanent pool volume of 18,475 cubic feet, as provided in the stage storage
and wet pond calculations sheets, the design volume of the SCM appears to be greater
than 6,075 cubic feet. Please reconsider the design volume of the SCM presented and
revise the supplement, calc package, and any other relevant application supporting
documents accordingly.
RESPONSE: �z sw 35 has been updated to list the ,rovided design volume instead of the
minimum required volume. The calculation package has also been reviewed and
--odated accordingly.
c. Throughout the calculations, stage storage tables, and supplement, there are several
discrepancies. Please ensure that all numeric information is presented consistently
throughout all the documentation.
RESPONSE: The referenced documents have been reviewed and updated. Copies of the
revised documents have been provided with this submittal.
2. 15A NCAC 02H.1042(2)(f): The main pool storage elevations and corresponding surface areas
and volumes were not provided, but rather this information was provided for the whole pond.
4909 Liles Road
Raleigh, NC 27606
www.grounded-engineering.com
919.438.3694
n r,%, rj
ENGINEERING

To support the provided main permanent pool area and volume, please provide the stage
storage table for the main pool.
RESPONSE: The stage storage information has peen revised in the stormwater calculations
provided with this submittal. The surface areas and volumes have been broken down to main
pool, forebay and:overall as requested. Revised sheets C-600 and C-610 have been provided
within the revised plans included with this submittal.
3. 15A NCAC 02H.1053(5): From the information provided in the calculation package and
supplement, it does not appear that the forebay volume is 15 to 20 percent of the main pool
volume in accordance with MDC and rule. Please reconsider the forebay sizing and revise the
calc sheets, supplement, plan sheets, and any other relevant application supporting
documents accordingly.
RESPON,)r: The grading plan nos been revniivu ire sightly increase ire si-ze of the forebay. The
calculations provided with this submittal have been updated to show compliance with this
requirement.
4. 15A NCAC 02H.1053(2): In row 30 of the wet pond section of the supplement, the main pool
perimeter is given as 5,067 feet. However, in the average depth calculation provided on the
wet pond calculation sheet, it appears that a main pool perimeter is given as 308 feet.
Additionally, from information provided in the stage storage and calculation pages, the value
of 5,067 appears to be the bottom shelf area in square feet not the main pool perimeter in
feet. Please reconsider the values used to calculate the average depth, ensure that the
average depth of the main pool shall be 3-8 feet below the permanent pool elevation, and
revise the calc package, supplement, and any other relevant application supporting
documents accordingly.
RESPONSE: The perim,.Ter infoi..oatio., has wl�A U4--Aated on the revised Supplement EZ form.
As noted in our calculations, we utilized Equation 3 provided in C-3 of the NCDEQ Stormwater
Design Manual. The pond has been designed to include a shelf that is partially submerged. In
the description of the "Perimeter perm pool" provide in Section C-3, Equation 3, it indicates that
the perimeter of main pool shall be "at the bottom of the shelf." As such, the pool perimeter
provided is the perimeter of the main pool at elevation 41.5. To assist with meeting the pond
volume and depth requirements, the side slopes of the pond In the main pool below the shelf
elevation have been revised from 3:1 to 2.5:1. Sheet C-610 has been revised to show this
change. The calculations, supplement EZ form and other relevant application supporting
dr---•nents have been revised and updated accordingly.
5. 15A NCAC 02H.1042(2) (a) (iv), .1001(1) (c), and .1002(8): It appears that there are right-of-way
improvements to both roadways and sidewalk with new BUA proposed at the entrance of the
site and outside of the currently proposed project area. Any right -of -way improvements
proposed for the development of this site are considered part of the common plan of
development that must be included and accounted for in this project. Options for including
these improvements in the application package are:
a. Collect and treat the proposed built -upon area or an equal amount of existing built -upon
area;
4909 Liles Road
Raleigh, NC 27606
'�` www.grounded-engineering.com 919.438.3694 ENGINEERING

7.
91
a
b. Demonstrate these improvements meet the requirements of a low -density project per
.1003(1) and .1003(2); or
c. If these other options cannot be met and the improvements are minimized, meet the DOT
toolbox options, and bypasses the provided collection system, then the right-of-way built -
upon area can be quantified in a separate drainage area in Section IV.10 of the
application. Please also update the narrative to document and justify these improvements.
Whichever option above is pursued, please ensure that the drainage area tables within the
application and the supplement are consistent.
RESPONSE: The narrative ill me stormwater report has been updated to provide additional
Information and details on the improvements and drainage area inside of the NCDOT right-
of-way. The narrative describes that the proposed improvements located inside of the
NCDOT right-of-way result in a net decrease of the Impervious area located Inside of the
right-of-way. As requested, Section IV.10 of the application has been updated to include
the separate drainage area.
15A NCAC 02H..1042(2) (i) and .1053(11) (b): It is not clear from the planting plan and legend
provided within the plan set that the vegetated shelf shall be planted with a minimum of three
diverse species of herbaceous, native vegetation at a minimum density of 50 plants per 200
square feet of shelf area. Please provide a signed, sealed, and dated planting plan and
legend that clearly shows that the requirements of the referenced sections are met.
RESPONSE (Per Site Coliaboru,orc). Plantiriv piapi, iwgenu, and wet Nona planting calculations
table have been revised to reflect the requirements of the referenced sections.
15A NCAC 02H.1053(3): The stage -storage tables provided in the calculations appear to
include the sediment accumulation volume in the permeant pool volume of both the forebay
and main pool. Please confirm that the sediment storage is not included in the permanent
pool volume for either the forebay or the main pool.
RESPONSE: xx
15A NCAC 02H.1042(2): In addition to mailing a hard copy of the revised Supplement-EZ,
please email a pdf of the supplement form to the email address provided below so that it can
be preserved electronically per the regulatory requirements.
RESPONSE: A copy of the requested document has been emailed as requested. Additionuljy,
PDF copies of all submittal documents have been provided on a CD Included with this
submittal package.
Due to the potentially minor nature of these comments, the express additional information
review fee has been waived.
RESPONSE: Noted. Ti j;: - . you.
% 1 / 4909 Liles Road
® � Raleigh, NC 27606
RECEIVE
JUN O 12023
D
www.grounded-engineering.com
919.438.3694
ENGINEERING

Included with this submittal, please find the following documents:
• Two (2) copies of comment response letter
• Two (2) revised folded sets of plans
• Two (2) copies of Page 1 of the Stormwater Management Permit Application
• Two (2) copies of Page 3 of the Stormwater Management Permit Application
• One (1) copy of the Supplement EZ form
• One (1) copy of the revised stormwater calculations
It is our hope that this request is complete and meets your satisfaction. Please let us know if there is
anything we can do to assist with an expeditious review of this request. If you have any questions
regarding this request, please feel free to contact me at any time via email (sean@grounded-
engineering.com) or on my mobile phone at 919.621.3671.
Respectfully,
Sean A. Dolle, PE
Grounded Engineering, President
4909 Liles Road
Raleigh, NC 27606 r n- n r,
wwwded-engineering.com ENGINEERING
919.438.36938.3694

ROY COOPER
nor.:
ELIZABETH S. BISER
�r .
DOUCf5L:r,A,�,Sy �R. ANSEL
#7}� D al..v1
May 25 h, 2023
NORTH CARO3Jr4A.
ght"nMey"
Via email only: penderabc is att net
Pender County ABC Board, Owner and Applicant
Attn: Diane Q. Chadwick, Chairperson
207 Hwy 117 Bypass
Burgaw, NC, 28425
Subject: Request for Additional Information
Stormwater Project No. SW8 230507
Pender County ABC Retail & Warehouse
Pender County
Dear Ms. Chadwick:
The Wilmington Regional Office received and accepted an Express Post Construction Stormwater Management
Permit Application for the subject project on May 12th, 2023. A preliminary in-depth review of that information
has determined that the application is not complete, and that additional information is needed. To continue the
review, please provide the following additional information in a single, hard cony submittal package:
15A NCAC. 02H.1042(3)(b):
a. Row 7 of the supplement-EZ cover page indicates that the width of vegetated setback provided
will be 0 feet; however, there is a stream with a corresponding 50-foot vegetated setback shown
on the provided plan sheets. Please reconsider items 7 through 9 on the Supplement-EZ cover
page and provide both a revised, signed hardcopy and electronic version of this page.
V/b. In Row 35 of the wet pond section of the supplement it appears that a minimum required storage
volume of 6,075 cubic feet is provided, not the design volume of the SCM. Considering the
difference between the nearest higher pond volume of 27,386 cubic feet and the permanent pool
volume of 18,475 cubic feet, as provided in the stage storage and wet pond calculations sheets,
the design volume of the SCM appears to be greater than 6,075 cubic feet. Please reconsider the
design volume of the SCM presented and revise the supplement, talc package, and any other
relevant application supporting documents accordingly.
c. Throughout the calculations, stage storage tables, and supplement, there are several discrepancies.
Please ensure that all numeric information is presented consistently throughout all the
documentation..
✓2. 15A NCAC 02H.1042(2)(f): The main pool storage elevations and corresponding surface areas and
volumes were not provided, but rather this information was provided for the whole pond. To support the
provided main permanent pool area and volume, please provide the stage storage table for the main pool.
V13. 15A NCAC 02H.1053(5): From the information provided in the calculation package and supplement, it
does not appear that the forebay volume is 15 to 20 percent of the main pool volume in accordance with
MDC and rule. Please reconsider the forebay sizing and revise the talc sheets, supplement, plan sheets,
and any other relevant application supporting documents accordingly.
4. 15A NCAC 02H.1053(2): In row 30 of the wet pond section of the supplement, the main pool perimeter
is given as 5,067 feet. However, in the average depth calculation provided on the wet pond calculation
sheet, it appears that a main pool perimeter is given as 308 feet. Additionally, from information provided
in the stage storage and calculation pages, the value of 5,067 appears to be the bottom shelf area in square
feet not the main pool perimeter in feet. Please reconsider the values used to calculate the average depth,
ensure that the average depth of the main pool shall be 3-8 feet below the permanent pool elevation, and
revise the talc package, supplement, and any other relevant application supporting documents
accordingly.
�- '_North Carolina Dvx t=nt of Environmental Qual!4 I Divisficn o(Cmny. Mtn=1 acid Land Resou: ces
Wiimington Region-Ji office i W CanUnal Mive E tension i Win ngt m Nwth C arolma 28405
aw�r. x e. amwu 9I0.7%.7115

State Stormwater Permit No. SW8230507
Page 2 of 3
V �` 15A NCAC 02H.1042(2)(a)(iy), .1001(1)(c), and .1002(8). It appears that there are right-of-way
improvements to both roadways and sidewalk with new BUA proposed at the entrance of the site and
outside of the currently proposed project area Any right -of -way improvements proposed for the
development of this site are considered part of the common plan of development that must be included
and accounted form this project. Options for including these improvements in the application package
ai e:
a. Collect and treat the proposed built -upon area or an equal amount of existing built -upon area;
b. Demonstrate these improvements meet the requirements of a low -density project per .1003(1)
and .1003(2); or
c. If these other options cannot be met and the improvements are minimized, meet the DOT toolbox
options, and bypasses the provided collection system, then the right-of-way built -upon area can
be quantified in a separate drainage area in Section IV.10 of the application. Please also update
the narrative to document and justify these improvements.
Whichever option above is pursued, please ensure that the drainage area tables within the application and
the supplement are consistent.
6. 15A NCAC 02H..1042(2)(i) and .1053(11)(b): It is not clear from the planting plan and legend provided
within the plan set that the vegetated shelf shall be planted with a minimum of three diverse species of
herbaceous, native vegetation at a minimum density of 50 plants per 200 square feet of shelf area. Please
provide a signed, sealed, and dated planting plan and legend that clearly shows that the requirements of
the referenced sections are met.
7. 15A NCAC 02H.1053(3): The stage -storage tables provided in the calculations appear to include the
sediment accumulation volume in the permeant pool volume of both the forebay and main pool. Please
confirm that the sediment storage is not included in the permanent pool volume for either the forebay or
the main pool:
8. 15A NCAC 02H.1042(2). In addition to mailing a hard copy of the revised Supplement-EG, please email
a pdf of the supplement form to the email address provided below so that it can be preserved
electronically per the regulatory requirements.
V/ 9. Due to the potentially minor nature of these comments, the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations, supplements, narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by June 2", 2023, or the
application will be returned as incomplete. Also, please note that only two letters requesting additional
information is allowed in the Post Construction Stormwater Program; this being the. first. If additional time is
needed to submit the requested information, please email your extension request prior to this due date to the
email address provided below with a justification and a date of when the requested information will be submitted.
which shall be no later than 5 business days past the original due date. Please remember that extension requests
delay the issuance of the final permit. If the required information is not satisfactorily provided by this date, the
proj ect will be returned in accordance with 15A NCAC 02H. 1042(3)(a)(ii) . If the project is returned and you
wish to re -submit to the Express Program, you will need to reschedule the project through the Express
Coordinator for the next available review date and will need to resubmit all required items at that time, 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
l 43-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter, please feel free to call Kelhe Beth Norris at
[phone] or email her at [e-mail].
North Caro5ni 7)ep irtment of Envftiimerthid Qiabty • 010s:on of Energy. N1-inerd arri Land Resources
D E Wilmington Rs.gional 0f ice 1 121 Ca 1iral Drive Extensim I Wilmingtan.?vorth Car0Hna Z
Z� — 03
> sw +m-a \Y, 910.7%.3215

State Stormwater Permit No. SW8230507
Page 3 of 3
Sincerely,
,Crcaa i�oawaPc f,�l�
Lisa Kowalczyk
Environmental Engineer
DES/ink: V!StormwaterTermits & ProjeLtsx2023\230507 HD12023 05 addinfo 230507
cc: Sean A. Dolle, PE, Grounded Engineering; via email [e-mail]
Richard Da -is, Wilmington Regional Office Express Coordinator; via email
Wilmington Regional Office Stormwater File
t�or"h Car�Gna Depdr.mrrtt n` f nviranrtornial (Zt�aGtY ' iWiion of Energy: M?neral cu5&i l and Iis uAirees
E Wilmington Regional Oixlse ; 127 CaWinal breve lixtere wn I W.4rmngtw, No-,th CaroUna 28405
Q;
arwieweau. wrs deft; 9t(i.796,T215

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DocuSign Envelope ID; B9630E45-40AC-4142-12IDB&13B61 DA09AFE
ROY COOPER2
'
ELIZABETH S. BISER`"�
4 r r
Secretary
r
RICHARD E. ROGER.S, JR.
NORTH CAROLINA
Director
Envinon► mkd Quality
April 19, 2023
Stream Determination # 2023-007
Pander County
Pender County ABC Board
Susan Crawford
0 Hwy 117
Burgaw, NC 28425
Subject: On -Site Stream Determination
Project Name: Pender County ABC Retail & Warehouse
Site Address / Location: 34.553674,-77.913504, Burgaw, NC
Dear Mrs. Crawford:
On April 11, 2023, DWR staff Michael Mellinger and Holley Snider conducted an on -site review of
features located on the subject property at the request of Sean Dolle PE, of Grounded Engineering, in
accordance with the NC Stream Identification Manual v.4.11.
The attached initialed and dated sketch accurately depicts all Division stream determinations conducted
during the site visit. The yellow line shown on the map starting at 34.55421,-77.91263 has been
identified where the channel transitions from ephemeral to intermittent. Downstream of this point is
Identified as an intermittent stream.
This on -site determination shall expire five (S) years from the date of this letter. The owner (or future
owners) should notify the Division (and other relevant agencies) of this decision in any future
correspondence concerning this property. Landowners or affected parties that dispute this
determination made by the Division may request a determination by the Director of Water Resources.
This determination is final and binding, unless an appeal request is made within sixty (60) calendar
days of the date of this letter to the Director in writing.
If sending via U.S. Postal Service:
Stephanie Goss - DWR 401 & Buffer
Permitting Branch Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.)
Stephanie Goss -DWR 401 & Buffer
,�— .,
Permitting Branch Supervisor L_�g=I Leo .,
512 N Salisbury St. I
Raleigh, NC 27604 MAY 12 2023
North Carolina Department of Environmental Quality I Division of Water Resources
�
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
'
F
919.707.9000

DocuSign Envelope ID: B9630E45-40AC-4142-BDB6-13B61 DA09AFE
DWR # 2023-007
Pender County ABC Retail & Warehouse
Pender County
Page 2 of 4
This letter only addresses the applicability of the stated regulations on the features identified on the
subject property and/or within the proposed project area. This letter does not approve any activity
within buffers or within waters of the state. There may be other regulated waters, streams or other
features located on the property that do not appear on the attached maps. Any waters, streams, or
other features on the site, including the features identified in this letter, may be considered
jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act. If you
have any additional questions or require additional information, please contact DWR staff Michael
Mellinger at 910-796-7215 or [e-mail]. This determination is subject to review as
provided in Articles 3 & 4 of G.S. 1506.
Sincerely,
DocuSipned by*
E3ABA14AC7DC434...
Morelia Sanchez -King
Regional Operations Supervisor
Wilmington Regional Office
Enclosures: USGS Topographical Map, NRCS Soil Survey, Site Map
cc: Sean Dolle, PE, via email to [e-mail]
Jessica Edmonds, NCDEMLR, via email, [e-mail]
Thomas Charles, USACE Wilmington Regulatory Field Office (via email)
DWR, Wilmington Regional Office Laserfiche
Filename: 2023-007_Stream Call_ Pender County ABC Retail & Warehouse_PenderCo._April23.docx
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Smice Center I Raleigh, North Carolina 27699-1617
z:e, t� a-ft 919.707.9000

DocuSign Envelope ID; 89630E45-40AC-4142-BDB6-13B61 DA09AFE
USGS Topo Map
NCRS Soil Survey
k"A
A!. t it
M 4-�
DWR # 2023-007
Pender County ABC Retail & Warehouse
Pender County
Page 3 of 4
f•'
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North Carolina Department of Envitonmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
E
5z�
�,,,ay�� 919.707.9000

DocuSign Envelope ID: B9630E45-40AC-4142-BDB6-13B61 DA09AFE
Site Map
DWR # 2023-007
Pender County ABC Retail & Warehouse
Pender County
Page 4 of 4
'• North Carolina Department of Environmental Quality 1 Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

1111111111111111111111
Doc No: 20101802
Recorded: MOSI=12:54:25 PM
FeeAmt: 326.00 Page 1 oyS
Excise Tax: $780.00
Ponder County North Carolina
Sharon Lear Miouhby, Register of Deeds
13K 4787 PG 1241-1U3 (3)
Excise Tax: $780.00
P= 1 Identification Number: 3229-74-4207-0000
✓�_ _r, aced by: Moore & Kena% Attomays at Law, Post Office Box 957, Burpw, NC 28425
STATE OF NORTH CAROLINA
COUNTY OF PENDER
GENERAL WARRANTY DEED
This General Warrantv Deed; made and entered into -this the 5 b day of May 2022 by and
between Eva White Jones (Widow) ("Grantor") and Ponder county Board of Alcoholic Control
(a/k/a Ponder County ABC Board), a political subdivision of the State of North Carolina,
("Grantee") whose mailing address is Post Office Box 804; Burgaw, North Carolina 28425.
WITNESSETH:
Grantor, for a valuable consideration paid by the Grantee, the receivt 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 tract or parcel of land situated in the Town of Burgaw, Burgaw
Township, Ponder County, State of North Carolina and being more particularly described as
follows, to wit:
Being that certain 3.070 acres, more or less, as shown on the survey plat map entitled "Map of
Survey For Ponder County ABC Board For ABC Warehouse" dated, December 2020, prepared by
Daniel H. Thompson, PLS of Thompson Surveying Co., P.A. located in Burgaw, North Carolina
and being recorded in Map Book 67, at Page 54 in the Office of the Pender County Register of
Deeds, State of North Carolina, reference to which is hereby made for a more complete and
accurate description.
TO HAVE AND TO HOLD the aforesaid lot or parcel o maid, -ell vilego and
apptutenances thereto' belongingto the Grantee in fee, simple.
�� i of
P
1 MAY 12 20 '

Bk 4M7
P91242
The property herein conveyed does not include the primary residence of the Grantor.
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:
1. Town of Burgaw and Ponder County ad valorem taxes for the year 2022.
2. North Carolina Department of Transportation roadway easements of record.
3. Utility easements of record.
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and seal to this
instrument as of the day and year fast above written.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
2

Sk 47V
Pg 1243
`Lyv (SEAL)
Eva White Jones v—
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I,d260-': G . l�i�iyAN,3'-k , a Notary Public of the aforesaid County and State do hereby
certify that Eva White Jones (the "Signatory'] personally appeared before me this day and acknowledged
the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and (check one of the following and
�mark throe h all blank lines or spaces in the certicare)
e personal knowledge of the identity of the Signatory; or
I have seen satisfactory evidence of the Signatory's identity, -by a current state or federal
identification with the Signatory's photograph in the form of: (check one of the following):
a driver's license; or
in the form of
: or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the
purpose stated and in the capacity indicated.
Witness my hand and official stamp or seal this the 51 day of May 2022.
Notary Pu
(Notary Public must sign exactly as on notary seal)
My Commission Expires: ' 10-Q- Zo23'
3

ROY COOPER
ELIZABETH S. BISER
Secnrtary
DOUGLAS R. ANSEL
Wertm Dkvctar
Pender County ABC Board
ATTN: Diane Chadwick
PO Box 804
Burgaw NC, 28425
NORTH CAROLINA
&W&Ontnewd Quaffty
December 7, 2022
LETTER OF APPROVAL
RE: Project Name: Pender County ABC Retail & Warehouse
Acres Approved: 2.8
Project ID: PENDE-2023-012
City: Burgaw
County: Pender
Address: Highway 117
River Basin: Cape Fear
Stream Classification: C;Sw
Submitted By: Sean A. Dolle, Grounded Engineering
Date Receive by LQS: November 9, 2022
Plan Type: Commercial
Dear Ms. Chadwick:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter of
Approval with Modifications and Performance Reservations. A list of the modifications and reservations is
attached if required. This plan approval shall expire three (3) years following the date of approval. If no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B.0129. Should the plan not perform
adequately, a revised plan will be required (G.S. 113A-54.Ixb).
As of April 1, 2019, all new construction activities arc required to complete and submit an electronic Notice of
Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCGO10000 Construction General
Permit. After the form is reviewed and found to be complete, you will receive a link with payment instructions
for the $100 annual permit fee. After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRF from submitted for this project you MUST obtain the COC prior to
commencement of any land disturbing activity. The eNOI form may be accessed at deq.nc.1 vINCGUI. Please
direct questions about the eNO1 changes to the Stormwater Program Staff in the Raleigh central office. If the
owner/operator of the project changes in the future, the new responsible party MUST obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCGOI permit require that the following documentation be kept on file at
the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received. MAY i Z 20
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of pen'6 is inspection to ensure
compliance with the approved plan.
00 -nc North CaroMa Department of Enviroronmtal Quality I Division of Energy, Mheral and land Resources
or WRmington Reglonai Offiloe 1127 Cardinal Drive Extension I WRmington, North Corolla 28405
"�'► 910,796.nI5

Letter of Approval
Pender County ABC Board
December 7, 2022
Page 2 of 4
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of existing
natural resources and adjoining properties. If, following the commencement of this project, it is determined that
the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution
Control Act of 1973 (North Carolina General Statute I I3A-51 through 66), this office may require revisions to the
plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based .in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the application
plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit and would require
a revised plan and additional application fee. You are requested to file an amended form if there is any change in
the information included on the form. In addition, it would be helpful if you notify this office of the proposed
starting date for this project. Please notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
G'ssk
Mike Cook
Assistant Regional Engineer
Land Quality Section
Enclosures: Modifications Required for Approval
NPDES NCGO1 Fact Sheet
cc: Sean A. Dolle, Grounded Engineering
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
wllmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 20405
910.79&7215

Letter of Approval
Pender County ABC Board
December 7, 2022
Page 3 of 4
Approval Letter and Conditions
Project Name: Pender County ABC Retail & Warehouse
Project ID: PENDE-2023-012
County. Pender
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity has
been undertaken, as is required by Title .SSA NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and sedimentation
control measures prove insufficient, the developer must take those additional steps necessary to stop sediment
from leaving this site (NCGS 113A-57(3)). Each sediment storage device must be inspected after each storm
event (NCGS I I3A-54. I(e)). MaintenAnce and/or clean out is necessary anytime the device is at 50% capacity.
All sediment storage measures will remain on site and functional until all grading and final landscaping of the
project is complete (15A NCAC 04B A 113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed development
unless otherwise noted. The removal of vegetation within any existing ditch or channel is prohibited unless the
ditch or channel is to be regarded with side slopes of 2 horizontal to 1 vertical or less steep (15A NCAC
04B .0124 (d)). Bank slopes may be mowed but stripping of vegetation is considered new earth work and is
subject to the same erosion control requirements as new ditches (NCGS 113A52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development of
this project prior to the commencement of this land disturbing activity. This could include our agency's
Stormwater regulations and the Division of Water Resources' enforcement requirements within Section 401 of
the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act,
the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that may
be required. This approval cannot supersede any other permit or approval; however, in the case of a Cease -
and -Desist Omer from the Corps of Engineers, that Order would only apply to wetland areas. All highlands
would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer is
responsible for compliance with the requirements of the Division of Water Resources (DWR), the Corps of
Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures that
fall within jurisdictional wetland areas must be approved by the aforementioned agencies prior to installation.
The Land Quality Section must be notified of a relocation of the measures in question to the transition point
between the wetlands and the uplands to assure that the migration of sediment will not occur. If that relocation
presents a problem or contradicts any requirements of either DWR, the Corps, or the EPA, it is the responsibility
of the developer to inform the Land Quality Section regional office so that an adequate contingency plan can
be made to assure sufficient erosion control remains on site. Failure to do so will be considered a violation of
this approval (NCGS I I 3A-54.1 (b)).
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted construction
sites without additional permits under NCGS 74-49(7xd). Disposal at any other location would have to be
included as a permit revision for this approval.
North Carolina Department of Environmental Qualty 1 Dhesion of Energy, Mineral and Land Resources
ftE, IN +� WUmington Reglonal Qfflee 1127 Cardinal Drive Extension I Wlh ftjtom North Carobw 28405
910.796.7215

Letter of Approval
Pender County ABC Board
December 7, 2022
Page 4 of 4
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 2_8
acres. Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would also
require a revised plan to verify the appropriateness of the erosion control measures and stormwater retention
measures (NCGS I I 3A-54.1 (b)).
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of eight
(8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts for support,
i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart (E&SC Planning & Design
Manual 6.63, Rev. 6/06).
9. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion control
devices on this project, it is necessary that the traps and basins and their collection systems be installed before
any other grading takes place on site, and that every structure that receives more than one acre of drainage is
built so that each dewaters only from the surface (NCGO 10000). If that proves to be impractical, a revised plan
must be submitted and approved that addresses erosion and sediment control needs during the interim period
until the traps and basins are fully functioning (I 13A-54. I (b)).
10. A graveled construction entrance must be located at each point of access and egress available to construction
vehicles during the grading and construction phases of this project. Access and egress from the project site at
a point without a graveled entrance will be considered a violation of this approval. Routine maintenance of the
entrances is critical (113A-54. I (b)).
11. As a condition of the NPDES General Stormwater Permit (NCGO 10000), the financially responsible party shall
comply with the NCGO1 Ground Stabilization and Materials Handling requirements that became effective April
1, 2019. The NCG01 Ground Stabilization and Materials Handling standard detail can be printed from the
deq.nc.gov/NCGO1 website.
12. As a condition of the NPDES General Stormwater Permit (NCGO 10000), the financially responsible party shall
comply with the NCG01 Self -inspection, Recordkeeping and Reporting requirements that became effective
April 1, 2019. The NCGOI Self -Inspection, Recordkeeping and Reporting standard detail can be printed from
the deq.nc.gov/NCGO1 website.
13. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible party shall
assure inspections of the area covered by the approved plan after each phase of the plan has been completed
and after establishment of temporary ground cover in accordance with North Carolina General Statute 113A-
54.1(e).
Ref G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities
D North Carolina Department of Erwironmental Quality I DMsion of Energy. Mineral and Land Resources
4,0fWilmington Regional Office 1 127 Cardinal Drtve Extension I Wilmington. North Carohna 28405
�o.rr 9i0.796.7215

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
DOUGLAS R. ANSEL
brterimDkector
NORTH CAROLINA
Environmental Qualtty
April. 21, 2023
LETTER OF APPROVAL
Pender Co. ABC Board
ATTN: - Diane Q Chadwick, Chairperson
PO Box 84
Burgaw, NC 28425
RE: Project Name: PENDER COUNTY ABC RETAIL & WAREHOUSE
Project ID: PENDE-2023-012
County: Fender
City: Burgaw
Address: Hwy 117
Acres Approved: 3.2
River Basin: Cape Fear
Stream Classification: Other
Submitted By: Sean A Dolle, Grounded Engineering, Inc.
Date Receive by LQS: March 29, 2023
Plan Type: Commercial
Dear Ms. Chadwick:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter of
Approval with Modifications and Performance Reservations. A list of the modifications and reservations is
attached if required. This plan approval shall expire three (3) years following the date of approval. If no land
disturbing activity has been undertaken, as is required by Title I SA NCAC 4B.0129. Should the plan not perform
adequately, a revised plan will be required (G.S. 113A-54.1 Xb).
As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of
Intent (eNOQ form requesting a Certificate of Coverage (COC) under the NCGO10000 Construction General
Permit. After the form is reviewed and found to be complete, you will receive a link with payment instructions
for the $100 annual permit fee. After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRF from submitted for this project you MUST obtain the COC prior to
commencement of any land disturbing activity. The eN01 form may be accessed at deq.nc.gov/1yGG01. Please
direct questions about the eNOI changes to the Stormmater Program Staff in the Raleigh central office. If the
owner/operator of the project changes in the future, the new responsible party MUST obtain a new COC.
Title 15A NCAC 413 .0118(a) and the NCGO1 permit require that the following documentation be kept on file at
the job site:
1. The approved E&l~SC plan as well as an approved deviation. .•�.'"'�'" �'
PP P Y PP
2. The NCGOI permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months. s MAY 12 2023
BY-. _
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
a.�a 9la7%7215

Letter of Approval
Pender Co. ABC Board
April 21, 2023
Page 2 of 4
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to ensure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of existing
natural resources and adjoining properties. If, following the commencement of this project, it is determined that
the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution
Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions to the
plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the application
plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit and would require
a revised plan and additional application fee. You are requested to file an amended form if there is any change in
the information included on the form. In addition, it would be helpful if you notify this office of the proposed
starting date for this project. Please notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
79-4& Ina611.19
Mike Cook
Assistant Regional Engineer
Land Quality Section
Enclosures: Modifications Required for Approval
NPDES NCGO1 Fact Sheet
cc: Sean A Dolle, Grounded Engineering, Inc.
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
w2j� Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 26405
a..► 910.796.7215

Letter of Approval
Pender Co. ABC Board
April 21, 2023
Page 3 of 4
Approval Letter and Conditions
Project Name: PENDER COUNTY ABC RETAIL & WAREHOUSE
Project ID: PENDE-2023-012
County: Pender
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity has
been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and sedimentation
control measures prove insufficient, the developer must take those additional steps necessary to stop sediment
from leaving this site (NCGS 113A-57(3)). Each sediment storage device must be inspected after each storm
event (NCGS 113A-54.I(e)). Maintenance and/or clean out is necessary anytime the device is at 50% capacity.
All sediment storage measures will remain on site and functional until all grading and final landscaping of the
project is complete (15A NCAC 04B .0113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed development
unless otherwise noted. The removal of vegetation within any existing ditch or channel is prohibited unless the
ditch or channel is to be regarded with side slopes of 2 horizontal to 1 vertical or less steep (15A NCAC
04B .0124 (d)). Bank slopes may be mowed but stripping of vegetation is considered new earth work and is
subject to the same erosion control requirements as new ditches (NCGS 113A52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development of
this project prior to the commencement of this land disturbing activity. This could include our agency's
Stormwater regulations and the Division of Water Resources' enforcement requirements within Section 401 of
the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act,
the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that may
be required. This approval cannot supersede any other permit or approval; however, in the case of a Cease -
and -Desist Order from the Corps of Engineers, that Order would only apply to wetland areas. All highlands
would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer is
responsible for compliance with the requirements of the Division of Water Resources (DWR), the Corps of
Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures that
fall within jurisdictional wetland areas must be approved by the aforementioned agencies prior to installation.
The Land Quality Section must be notified of a relocation of the measures in question to the transition point
between the wetlands and the uplands to assure that the migration of sediment will not occur. If that relocation
presents a problem or contradicts any requirements of either DWR, the Corps, or the EPA, it is the responsibility
of the developer to inform the Land Quality Section regional office so that an adequate contingency plan can
be made to assure sufficient erosion control remains on site. Failure to do so will be considered a violation of
this approval (NCGS 113A-54.1(b)).
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I wiLnington. North Carolina 20405
i
910.796nis

Letter of Approval
Pender Co. ABC Board
April 21, 2023
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted construction
sites without additional permits under NCGS 74-49(7Xd). Disposal at any other location would have to be
included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 3.2 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would also
require a revised plan to verify the appropriateness of the erosion control measures and stormwater retention
measures (NCGS 113A-54.I(b)). ,
8. The plan includes a very specific phasing schedule. If it proves impractical to follow the proposed phasing
schedule, a revised plan will be required.
9. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of eight
(8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts for support,
i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart (E&SC Planning & Design
Manual 6.63, Rev. 6/06).
10. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion control
devices on this project, it is necessary that the traps and basins and their collection systems be installed before
any other grading takes place on site, and that every structure that receives more than one acre of drainage is
built so that each dewaters only from the surface (NCGO 10000). If that proves to be impractical, a revised plan
must be submitted and approved that addresses erosion and sediment control needs during the interim period
until the traps and basins are fully functioning (113A-54.1(b)).
11. A graveled construction entrance must be located at each point of access and egress available to construction
vehicles during the grading and construction phases of this project. Access and egress from the project site at
a point without a graveled entrance will be considered a violation of this approval. Routine maintenance of the
entrances is critical (113A-54.1(b)).
12. As a condition of the NPDES General Stormwater Permit (NCG010000), the financially responsible party shall
comply with the NCG01 Ground Stabilization and Materials Handling requirements that became effective April
1, 2019. The NCGO1 Ground Stabilization and Materials Handling standard detail can be printed from the
deq.nc.gov/NCGO i website.
13. As a condition of the NPDES General Stonnwater Permit (NCGO10000), the financially responsible party shall
comply with the NCGO1 Self -Inspection, Recordkeeping and Reporting requirements that became effective
April 1, 2019. The NCGO1 Self -Inspection, Recordkeeping and Reporting standard detail can be printed from
the deq.nc.gov/NCGOI website.
14. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible party shall
assure inspections of the area covered by the approved plan after each phase of the plan has been completed
and after establishment of temporary ground cover in accordance with North Carolina General Statute 113A-
54.1(e).
Ref: G.S. 113A-54.1 through G.S. 1 i3A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities
r= D E Q� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension 1 Wilmington. North Carolina 26405
9107%3215

The Pender County ABC Board met for a special meeting on Thursday, July 22, 2021 at
1:00 pm at the Pender County Administration Building.
Those present for the meeting were as follows: Diane Chadwick Vice Chairperson
Carol Peay
Judy Smith
Joe Cina
Also present were, Susan Crawford, General Manager, Charles Cox, Finance
Officer/Board Clerk, and Robert C. Kenan, Jr., Board Attorney.
Vice Chairperson Diane Chadwick called the meeting to order. The Board said the Pledge
of allegiance to the United States, led by Judy Smith. Ms. Chadwick read ethics statement
that is on page 4-12 of the ,Alcoholic Beverage Control Operations Manuel. All Board
members state they did not have any potential conflict of interest.
Minutes from June 17, 2021 were read and a motion was made by Judy Smith and
seconded by Joseph Cina to accept the minutes as written. Motion passed unanimously by
all board members present.
Mrs. Crawford informed the Board that Robert Kenan was going to go over the standard
contract that Bordeaux Construction provided between the Board and Bordeaux
Construction. After discussion, a motion was made by Joseph Cina and seconded by Judy
Smith to accept the contract as written. Motion passed unanimously by all Board
..� members present.
A motion was made by Judy smith and seconded by Joseph Cina to apply for a special
use permit with the Town Of Burgaw to locate a multi -use facility on 4.17 acres on hwy
117. Motion passed unanimously by all board members present.
A motion was made by Carol Peay and seconded by Judy Smith to extend the offer to
purchase contract to 10-31-2021. Motion passed unanimously by all board members
present.
A motion was made by Judy Smith and seconded by Joseph Cina to appoint Diane
Chadwick as the new Chairman of the Pender county ABC Board. Motion passed
unanimously by all Board members present.
A motion was made by Joseph Cina and seconded by Judy Smith to appoint Carol Peay
as the Vice Chairman of the Pender County ABC Board. Motion passed unanimously by
all Board members present.
A motion to adjourn was made by Judy Smith and seconded by Carol Peay. Motion
passed unanimously by all board members present.

Submitted by:
Charles E. Cox Jr.
Hoard Clerk
Sigi ed by:
Chairman

ABC Board D'recto: y
Pender County ABC Board
Location:
Mailing Address:
County:
Phone:
Fax:
Email:
Date of First Retail Sales:
207 Hwy 117 Bypass, Burgaw, NC 28425
PO Box 804, Burgaw, NC 28425
Pender
910-259-2672
910-259-2673
[e-mail]
July 10, 1963
ABC Board of Elections
Authorized By: S.L. 1963 - 50
Additional ABC Electon information is available by linking to our listing of Alcoholic Beverage Legal Sales Areas for counties, cities, and
towns in North Carolina.
Division of Revenue
Gross Profits
• Law Enforcement - follows local act, 5% to 15%
• Alcohol Education - follows local act, 2% to 5%
■ 5% to Mosquito Control
Net Profits
• 65% to Pender County General Fund
■ 35% to municipalities in which stores are located based on sales
Board Members
Member
Diane Q. Chadwick
Carol Peay
Judy Smith
Owen Honeycutt
Susan Crawford
Title
Chairperson
F
Vice Chair
Member
Member
General Manager
Stores
Store Address
207 US Hwy 117 S, Burgaw, NC 28425
14341 Hwy 17, Hampstead, NC 28443
8206 US Hwy 117 S, Rocky Point, NC 28457
208-D Treasure Coast Square, Surf City, NC 28...
Appointment Date
07/01/2021
07/01/2020
07/01/2022
07/01/2022
02/01/2018
Hours of Operation
Mon-Thur: 9:15am-8pm & Fri -Sat: 9:15am-9pm
Mon-Thur: 9:15am-8pm & Fri -Sat: 9:15am-9pm
Mon-Thur. 9:15am-8pm & Fri -Sat: 9:15am-9pm
Mon-Thur: 9:15am-8pm & Fri -Sat: 9:15am-9pm

Contact Us
)LA the crmnnnay C-n
♦ E'. oe Ccn A

May 8, 2023
Ms. Lisa Kowalczyk
NC Department of Environment and Natural Resources
Division of Energy, Mineral & Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pender County ABC Retail L Warehouse
Stormwater Permit Application - Additional Requested Information
Ms. Kowalczyk,
As requested, please accept this letter and attached documents as requested for approval of a
stormwater permit for the referenced project. It is our understanding that the review will begin on
Friday, 12 May 2023.
During your initial review of our submittal package on Thursday, 04 May 2023, we received the
following comments:
1. Provide documentation that Diane Chadwick is authorized to sign on behalf of the owner.
RESPONbt: ronowing our express review, we spoKe wim me cuent. render County ABC Board
is officially a subdivision of local government and therefore is not an entity that is registered
with the NC Secretary of State. I have included a document with this submittal that we
previously provided to NCDEQ during our first express review that we understand addresses
this comment.
2. On the application, change the project designation from low density to high density.
RESPONSE: We have provided revised copies of page 1 of the Stormwater Management Permit
Application as requested.
3. On section III, 1 A of the application, add the title for Diane Chadwick.
RESPONSE: We have provided revised copies of page 2 of the Stormwater Management Permit
Application as requested.
4. Include a copy of the new erosion control approval letter.
RESPONSE: we nave includea a copy of the revised erosion control approval letter with this
submittal as requested.
5. In the O&M document, change the temporary pool elevation to be 43.0.
RESPONSE: We have included a revised copy of th4
6. On the Supplement EZ form, change the temporary pool elevation to be 43.0.
RESPONSE: We have provided revised copies of page 5 of the O&M document as requested.
7. Add a description in line item #55 about the orifice diameter listed in litem item #37.
RESPONSE: We have included revised copies of page 3 of the Supplement ET farm as
requested.
110*4
r 4909 Liles R MAY 1220
Raleigh, NC 606 o rn
AV www.ground�-.eagineefing�Fii ENGINEERING
A y��� �r� RI
11% 919.438.3694 I [

8. On sheet C-100, turn on the metes and bounds.
RESPONSE: The metes and bounds have been added to sheet C-100 as requested.
9. Add a line showing the top of bank for the portion of the drainage feature that is buffered.
RESPONSE: The requested top of bank line has been ziivm. and labeled on sheets C-100, C-
300 and C-500 of the revised plans.
10. In the stormwater calculations, include rip -rap dissipator pad calculations.
RESPONSE: Section 7 has bcc>> uuucu ito the revised stormwater calculations to address this
comment.
11. Provide two (2) full sized color copies of DSK-08.
RESPONSE: Copies of DSK-08 have been included with this submittal as requested.
Included with this submittal, please find the following documents:
• Two (2) copies of initial comment response letter
• Two (2) revised folded sets of plans
• One (1) copy of Board meeting minutes authorizing Diane Chadwick as the chairperson
• Two (2) copies of Page 1 of the Stormwater Management Permit Application
• Two (2) copies of Page 2 of the Stormwater Management Permit Application
• One (1) copy of Page 5 of the O&M document
• One (1) copy of Page 3 of the Supplement EZ form
• One (1) copy of the revised stormwater calculations
• Two (2) full size color copies of DSK-08
It is our hope that this request is complete and meets your satisfaction. Please let us know if there is
anything we can do to assist with an expeditious review of this request. If you have any questions
regarding this request, please feel free to contact me at any time via email (sean@-Qrounded-
engineering.coml or on my mobile phone at 919.621.3671.
Respectfully,
WWW - My -WE W �
Sean A. Dolle, PE
Grounded Engineering, President
r
4909 Liles Road
Raleigh, NC 27606 ..j n ri
6#0�'� www.grounded-engineering.com 919.438.3694 ENGINEERING

April 25, 2023
Ms. Lisa Kowalczyk
NC Department of Environment and Natural Resources
Division of Energy, Mineral & Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pender County ABC Retail & Warehouse
Stormwater Permit Application for Express Review
Ms. Kowalczyk,
Please accept this letter and attached documents as requested for approval of a stormwater permit
for the referenced project. This submittal package is being provided in advance of the express
review scheduled for Thursday, 04 May 2023 at 2:00pm.
Included with this submittal, please find the following documents:
• Two (2) copies of Stormwater Permit Application Letter (w/ narrative)
• Two (2) folded sets of plans
• One (1) copy of stormwater report
• One (1) original Stormwater Management Permit Application Form
• One (1) copy of Stormwater Management Permit Application Form
• One (1) USGS map
• One (1) enlarged USGS map
• One (1) copy of deed
• One (1) permit review fee - $4,000
• One (1) aerial image w/ vicinity map
• One (1) original supplement EZ form
• One (1) original SCM O&M manual
• One (1) copy of SCM O&M manual
• One (1) copy of approved erosion control permit letter
• One (1) copy of stream determination letter
• One (1) CD w/ copies of submittal package documents
As required, details of the project and request are provided below:
1 f J:f; (ci'
0 Hwy 117
Burgaw, NC 28542 MAI i 12023
Latitude - 34.553489
Longitude - 77.913117 BY:
4909 Liles Road rr")
in
ri
Raleigh, NC 27606
,I` www.grounded-engineering.com 919.438.3694 ENGINEERING

Existing Sihp r,,nnratirai*s°
The proposed project is located on a single parcel at 0 HWY 117 in Burgaw, North Carolina. The
parcel is located at the northeast corner of the intersection of HWY 117 and E. Fremont Street.
The existing lot is currently partially developed and includes two (2) site access driveways, paved
parking surfaces and multiple structures. Additionally, in review of aerial imagery, it has been
determined that the subject site previously had additional structures and parking improvements. In
review of the provided survey and the aforementioned aerial imagery, the existing impervious area
has been calculated to account for 27,743 sf of the subject site.
Portions of the subject site are wooded, and a small pocket of wetlands is located at the northeast
corner of the site.
ifonosed Proiec;�,°
This proposed project includes the development of a single -story building for use as an office,
warehouse, and retail space. In addition to the building, the proposed site improvements include
parking, sidewalks and supporting infrastructure.
To meet the stormwater requirements, a wet pond is proposed and designed at the rear of the site.
Calculations and documentations supporting the wet pond design have been provided in this report.
Owner Contact Information:
Pender County ABC Board
P.O. Box 804
Burgaw, NC 28425
Phone - 910.259.2672
Fax - N/A
Contact Person - Diane Q. Chadwick
Engineer Contact Information:
Grounded Engineering
4909 Liles Road
Raleigh, NC 27606
Phone - 919.438.3694
Contact -Sean A. Dolle
Email - [e-mail]
Mobile - 919.621.3671
4909 Liles Road .-4--,
Raleigh, NC 27606 rn i n ri
��,www.grounded-engineering.com ENGINEERING
919.438.3694

It is our hope that this request is complete and meets your satisfaction. Please let us know if there is
anything we can do to assist with an expeditious review of this request. If you have any questions
regarding this request, please feel free to contact me at any time via email (sean@grounded-
engineering.com) or on my mobile phone at 919.621.3671.
Respectfully,
Sean A. Dolle, PE
Grounded Engineering, President
4909 Liles Road
Raleigh, NC 27606
04 '�o www.grounded-engineering.com ENGINEERING
919.438.3694

Edmonds, Jessica
From: Edmonds, Jessica
Sent: Thursday, April 13, 2023 1:54 PM
To: Sean Dolle; [e-mail]
Cc: Davis, Richard M; Kowalczyk, Lisa N; Norris, Kellie E; Snider, Holley, Meilinger, Michae! J
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
Hi Sean,
Yes, this will be enough to go ahead and call this request complete and get it scheduled. Please have a copy of this letter
in the submittal package and ensure that there is no BUA within the 50 foot vegetated setback measured from the top
of bank of the surface water. Richard will reach out soon with scheduling details.
Thanks!
Jessica Edmonds, El
Environmental Engineer
Division of Energy, Mineral, and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: iessica.edmonds®2ncdenr.aov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
--O'D- E Q5
.r
E. nail conrespor.•dence to aid from this address is sub ect is the
North Carnl!na Public Records Lav, and may Ln c=isclosed to third pasties.
From: Sean Dolle <[e-mail]>
Sent: Thursday, April 13, 2023 1:30 PM
To: Edmonds, Jessica <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <[e-mail]>; Meilinger, Michael J
<[e-mail]>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
CAUTION: External email. V,� nat dick links car rjrwn attachments unless youverify, SenI Ply ,upkJeus email a� an attactsment to
Report Spam.
Jessica,
Good afternoon and Happy Thursday. We just received the attached email from Holley and Michael. We will share the
formal letter with you once we receive it. Based on the attached email, can we proceed with the scheduling of the
express review?
Thank you and have a great day!
Sean A. Dolle, PE

Owner/President Address:
919.621.3671 (m) 4909 Liles Road
919.438.3694 (o) Raleigh, NC 27606
From: Edmonds, Jessica <[e-mail]>
Sent: Tuesday, April 4, 2023 1:52 PM
To: Sean Dolle <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <[e-mail]>; Meilinger, Michael J
<Michael.Meilinger@ ncdenr.gov>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
Great, thanks!
Jessica Edmonds, Ell (she/her/hers)
Environmental Engineer, Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Direct: [phone]
Address: 127 Cardinal Drive Ext., Wilmington, NC 28405
![e-mail] -
�V
Q�
NOF7'.'. ' C.1f.OLINA ;;!
D®parhnaal M 6`rhonmenlel OueDq
Email corresponu-ence to and from this address is subject tc the North
Carolina Public Records Law arJ may be disc osed to third parties.
From: Sean Dolle <[e-mail]>
Sent: Tuesday, April 4, 2023 10:56 AM
To: Edmonds, Jessica <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <[e-mail]>; Meilinger, Michael J
<[e-mail]>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
CAUTIOi+i External email Go not click links or open attachments unless you verify. Send all suspicious r�illaii as an attachment to
Re o __Spam.
Jessica,
Good morning. One more quick update for you ... the property owner permission form has been sent to Michael to
enable them to conduct their site visit. We will continue to keep you posted on any updates. Have a great day!
Sean A. Dolee, PE
Owner/President Address:
919.621.3671 (m) 4909 Liles Road
919.438.3694 (o) Raleigh, NC 27606

From: Edmonds, Jessica <[e-mail]>
Sent: Monday, April 3, 2023 3:13 PM
To: Sean Dolle <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<kellie. [e-mail]>; Snider, Holley <[e-mail]>; Meilinger, Michael J
<[e-mail]>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
Good afternoon Sean,
Sounds good, thank you for the update.
Jessica Edmonds, El (she/her/hers)
Environmental Engineer, Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Direct: [phone]
Address: 127 Cardinal Drive Ext., Wilmington, NC 28405
a [e-mail]
Tom° D E
NC d C I CAFi(XINta
Oepnrhnent of 6nAionmantnl OunRgl��
Email cerrespondenca Fo and from this addmss is subject to the North
Carolina Public Records Lat,, and may be disclosed to third parties.
From: Sean Dolle <[e-mail]>
Sent: Monday, April 3, 2023 9:01 AM
To: Edmonds, Jessica <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<kel![e-mail]>; Snider, Holley <[e-mail]>; Mellinger, Michael J
<[e-mail]>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
CAUTION. External emai . Do rr t !, [,ick links o open aYfi;�,:lumerRts %nless you a o,,14y. Sea-Ld ail su.spir, ous otrr ad as an attachment +to
Report Spam,
Jessica,
Good morning. I want to quickly follow up on the email below to let you know that we have reached out to Holley and
have received the property owner authorization form that needs to be signed and returned. So, we are actively working
to get this back to NCDEQ so we can close this comment.
With regards to the other two items you noted in your email as items that we will need to address as part of the
submittal package....

1. It appears that offsite drainage area may be directed to the SCM via FES #27. The design volume of SCMs
shall take into account the runoff at build out from all surfaces draining to the system. Drainage from off -
site areas may be bypassed from the SCM. If offsite drainage from property not owned by the applicant or
not part of the development project cannot be bypassed, the offsite area must be considered at its built -out
potential (i.e. using zoning, considered at 100% impervious, etc.) or there must be a recorded deed
restriction for BUA between the parties to treat that amount of BUA in the proposed system must be
provided.
We will modify the plan to create a bypass around the pond for the water draining to FES #27.
2. It appears that some BUA runoff is directed to the main pool of the SCM via EOP #03. Any runoff that drains
to the main pool before the forebay would short circuit the system. When submitting the submittal package,
please ensure to provide grading information to support that the runoff from all BUA will be directed to the
forebay.
We will modify the plan to direct the water from the EOP#03 to the proposed forebay.
We are working hard to keep this project on track and get it scheduled for the express review. Please let me know if you
have any questions or require anything else from us at this time. Have a great day!
Sean A. Dolle, PE
Owner/President Address:
919.621.3671 (m) 4909 Liles Road
919.438.3694 (o) Raleigh, NC 27606
From: Edmonds, Jessica <[e-mail]>
Sent: Thursday, March 30, 2023 5:12 PM
To: Sean Dolle <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <[e-mail]>; Meilinger, Michael J
<[e-mail]>
Subject: RE: [External] RE: Express Request - Pender County ABC Retail & Warehouse
Sean,
Sure thing. This comment is referring to the potential of a surface water onsite. One resource to check for potential
surface waters onsite is the NC Surface Water Classifications website. Changing the base map to the USGS National Map
and the USA topo map can be a helpful resource. When I checked this resource, I noticed there was a blue line feature
onsite. If there is a surface water, the vegetated setback rules will apply. Pleaser reference 15A NCAC 02H.1003(4) for
the vegetated setback rules.
I will be out of the office tomorrow but back in the office on Monday and would oe nappy to answer any ULner yuesLwria
then.
Thanks!
Jessica Edmonds, El (she/her/hers)
Environmental Engineer, Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Direct: [phone]
Address: 127 Cardinal Drive Ext., Wilmington, NC 28405

[e-mail]
-D,E y�
NOIi'M C �L hL4 � Mparhnenl of Fmhme vnnfal flualily 1�'"
Email correspondence to and from this address is subject to frre North
Carolina Public Records Law and may be disclosed to third panties.
From: Sean Dolle <[e-mail]>
Sent: Thursday, March 30, 2023 12:43 PM
To: Edmonds, Jessica <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <[e-mail]>; Mellinger, Michael J
<[e-mail]>
Subject: [External] RE: Express Request - Pender County ABC Retail & Warehouse
CAUTION. External email. Drr) not click links rx Open attac!hrneots uniess you verify. Senor all suspicious email as an attachment to
i?egQrt Sr�am
Jessica,
Good afternoon. Thank you for your email. With regards to item #1 in your email below, I am hoping you can point me
in the right direction. Given that this project is located in the lower Cape Fear, I was not aware of any riparian buffer
requirements. Can you help me understand or point me in the right direction?
Sean A. Dolle, PE
Owner/President Address:
919.621.3671 (m) 4909 Liles Road
919.438.3694 (o) Raleigh, NC 27606
From: Edmonds, Jessica <[e-mail]>
Sent: Thursday, March 30, 2023 11:33 AM
To: Sean Dolle <[e-mail]>; [e-mail]
Cc: Davis, Richard M <[e-mail]>; Kowalczyk, Lisa N <[e-mail]>; Norris, Kellie E
<[e-mail]>; Snider, Holley <hollev.snider@ncdenr•.Rov>; Mellinger, Michael J
<[e-mail]>
Subject: Express Request - Pender County ABC Retail & Warehouse
Hi all,
I have reviewed this express request and most everything looks good. There is just one item that needs to be addressed
before it is considered complete and ready to schedule:
1. Upon further review of the USGS and USA maps, it appears there is a blue line feature onsite (see attached)
which may or may not be considered a surface water. If this feature is considered a surface water, a 50 foot
vegetated setback measured from the top of bank would be required. in order to confirm whether this feature is
a surface water, please coordinate with Holley Snider with DWR (cc'ed) as DWR is the group that has the

authority to make these determinations. I have already contacted her about this one, so she knows to look out
for your correspondence. If the feature is not considered a surface water, once I have confirmation from DWR
this request will be ready to schedule. If the feature is considered a surface water, please update the plan sheet
to show the top of bank of this feature and the associated 50 foot vegetated setback (.1003(4)) to show that it
will remain vegetated (i.e. that no BUA will be placed in the setback).
Additionally, please keep the following in mind when preparing the submittal package:
1. It appears that offsite drainage area may be directed to the SCM via FES #27. The design volume of SCMs shall
take into account the runoff at build out from all surfaces draining to the system. Drainage from off -site areas
may be bypassed from the SCM. If offsite drainage from property not owned by the applicant or not part of the
development project cannot be bypassed, the offsite area must be considered at its built -out potential (i.e. using
zoning, considered at 100% impervious, etc.) or there must be a recorded deed restriction for BUA between the
parties to treat that amount of BUA in the proposed system must be provided.
2. It appears that some BUA runoff is directed to the main pool of the SCM via EOP #03. Any runoff that drains to
the main pool before the forebay would short circuit the system. When submitting the submittal package,
please ensure to provide grading information to support that the runoff from all BUA will be directed to the
fore bay.
In order for this project to remain in line according to the date the express request was originally received, this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe, the request will be further reviewed and scheduled based on the date the requested information is received.
If you have any questions or concerns, please let me know.
Thanks!
Jessica Edmonds, El (she/her/hers)
Environmental Engineer, Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Direct: [phone]
Address: 127 Cardinal Drive Ext., Wilmington, NC 28405
[e-mail]
�V
LA
Department a �irwoM K t.l a,r. -►'"`"�
Enq,';d corresponde: c: to and from this address is e r. oct to the rVort€;
Ca oGna Public R-� ords Ea-:v and may be disclosed to ffiird parties.
6

North Carolina Department of Environmental Quality
Request for Express Permit Review
For DEQ Use ONLY
Reviewer: LN 14,
Submit: _�/ 3
Time: PT
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form i` the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(dncdenr.gov
• Fayetteville Region-Johnathan Watts 910433-3353, iohnathan.wattsoncdenr.gov
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.w(ll(ams(aancdenr.gov
• Raleigh Region -David Lee 919-7914204; davld.lee(&-ncdenr.00v
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(a►ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weaverftncdenr.gov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: PENDER COUNTY ABC RETAIL & WAREHOUSE County: PENDER
Applicant: SUSAN CRAWFORD Company: PENDER COUNTY ABC BOARD
Address: P.O. BOX 804 City: BURGAW, State: NC Zip: 28425-_
Phone: [phone], Fax: _ -, Email: [e-mail]
Physical Location:0 HWY 117, BURGAW, NC
Project Drains into BURGAW CREEK waters — Water classification C;SW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N within YZ mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N, Trout Waters? N, Water Supply Watershed (e.g., WS-1, II, III, IV, V)? N
Engineer/Consultant: SEAN A DOLLE Company: GROUNDED ENGINEERING
Address: 4909 LILES ROAD City: RALEIGH, State: NC Zip: 27606- D
Phone: [phone], Fax: __ Email: [e-mail]
SECTION ONE: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING � MAR 21 2023
Provided Existing Permits
related to this Proiect
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
SW
SW
NPDES _
NPDES _
WQ
WQ
E&S _
E&S _
Other
By
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions p�(
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions A CC T iD
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) ( E
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility L3i0 trer
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD: El Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
SECTION TWO — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE [ f Yes No
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
For DEQ use only
Fee Solit for MUIUDle permits: (Check# 1 Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
401:
$
SW (❑ HD, ❑ LD, ❑ Gen)
I $
Stream Deter,_
$
LQS
1 $
NCDEQ EXPRESS September 2022

March 20, 2022
NC Department of Environment and Natural Resources
Division of Energy, Mineral & Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pender County ABC Retail & Warehouse
Stormwater Permit Express Review Application
To Whom It May Concern,
Please accept this letter and attached documents as request for a stormwater permit express review.
Included with this submittal, please find the following documents:
• Request for Express Review Application
• Site Plan
Vicinity map
As required, details of the project and request are provided below:
Project Location:
0 Hwy 117
Burgaw, NC 28425
Latitude - 34.553489
Longitude - 77.913117
Existing SiteConditions:
The existing site is currently developed with pavement and two (2) site driveways. The site was
previously developed with multiple buildings, and additional pavement surfaces.
Proposed F'roiect.
The proposed project scope includes the demolition of the existing pavement and the construction
of a new ABC retail and warehouse building with two (2) loading docks, parking and supporting
infrastructure. The site has been designed with a wet pond at the rear of the site as the stormwater
control measure to meet the applicable stormwater requirements.
4909 Liles Road
Raleigh, NC 27606
ENGINEERING

Owner Contact Information:
Pender County ABC Board
P.O. Box 804
Burgaw, NC 28425
Phone - 910.540.6012
Fax - N/A
Contact Person -Susan Crawford
Engineer Contact hiformatio.::
Grounded Engineering
4909 Liles Road
Raleigh, NC 27606
Phone - 919.438.3694
Contact - Sean A. Dolle
Email - sean@grounded-engineeringq com
Mobile - 919.621.3671
It is our hope that this application request is complete and meets your satisfaction.
if there is anything we can do to assist with an expeditious review of this request.
questions regarding this request, please feel free to contact me at any
([e-mail]) or on my mobile phone at 919.621.3671.
Respectfully,
Sean A. Dolle, PE, LEED AP BD+C
Grounded Engineering, President
Please let us know
If you have any
time via email
ENGINEERING

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