SW7120501_HISTORICAL FILE_20190516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW`,l�05j z
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
2,Lq ,� l�v
YYYYMMDD

BUSINESS CORPORATION ANNUAL REPORT
a`-• jv
10-2017
NAME OF BUSINESS CORPORATION: D.L. ROGERS CORP.
SECRETARY OF STATE ID NUMBER: 1552197 STATE OF FORMATION: TX
REPORT FOR THE FISCAL YEAR END: 12/31 /201 8
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation SVstern
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
1552197
CA201913600465
5/16/2019 11:25
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Fast Food Drive In Restaurant
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
1225 South Main Street, Suite 300
Grapevine, TX 76051
5. PRINCIPAL OFFICE MAILING ADDRESS
1225 South Main Street, Suite 300
Grapevine, TX 76051
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Darrell Rogers
TITLE: Chairman
ADDRESS
NAME: James Junkin
TITLE: Vice President
ADDRESS:
NAME: Shawn Cather Rogers
TITLE: President
ADDRESS:
1225 South Main Street, Suite 300 1225 South Main Street, Suite 300 1225 South Main Street, Suite 300
Grapevine, TX 76051
Grapevine, TX 76028
Grapevine, TX 76051
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
enf
hawn Cather Rogers 5/16/2019
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
Shawn Cather Rogers President
DATE
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Dumpor, Samir
From:
Kevin Lindsay [[e-mail]]
Sent:
Monday, June 04, 2012 9:07 AM
To:
Dumpor, Samir
Cc:
jeff,[e-mail]
Subject:
RE: Sonic Drive -In Restaurant comments
Samir, thanks very much for taking the time to call me and discuss this. I believe it is in the best interest of the client to
leave the pond as is. It would be very difficult to add the vegetative filter strip called for if we reduce the pond size and
we've also found it very difficult to meet the required average depth if we reduce the pond much below what we've
shown. So please permit the pond as shown in the submitted drawings.
Crawford
uesowmvany
Kevin S. Lindsay, P.E.
116 N. Cool Spring Streer
FavcircNllle, NC:. 38301
Phone: [phone]
C;'ell: 910-920 7t6l
Fax: [phone]
www.crawforddsn.com
Crag forcl Dcsinn Company allows rile uSc of Our a ork for your Compan}, only as it relates to the initi.il pre}jcct. Under no circttmsvanccs uc you to
use our wOt1< on Ocher prOjects or you corided to hire, sell or clistrihute the inforanation you have been supplied with, either in whale or parr, from
Crawford Design Company to any other conapanies or ind ivicluals, wiehnut cxpr.esced Written consent.
A11 mareriails ol)raincd from Cr.ativford Design Company are Z copyrighted, all righrs reserved.
From: Dumpor, Samir[mailto:samir.dumporCa)ncdenr.gov]
Sent: Friday, June 01, 2012 3:25 PM
To: kevinlindsay(&crawforddsn.com
Cc: [e-mail]
Subject: Sonic Drive -In Restaurant comments
Kevin,
I reviewed the stormwater application package for Sonic project in Elizabeth City. Here is a couple of comments.
This project drains into the stream with "C; Sw" classification and as such, the BMP does not need to be designed as for
projects draining to SA waters.
The SA waters projects have to design the BMP to control and treat the runoff from all surfaces generated by 1.5" of
rainfall, or the difference in the stormwater runoff from all surfaces from the pre -development and post -development
conditions for a 1 year 24 hour storm, whichever is greater. For all the other projects (non SA projects) the stormwater
control system must be designed to store, control and treat the stormwater runoff from all surfaces generated by 1.5" of
rainfall.
In addition, the credit for existing impervious area can be granted under partial redevelopment practice, where the
treatment for existing impervious area would not be required under condition that proposed treatment is at least equal
or better than existing one..
As I can see from your calculations in Table 2, you accounted the credit for existing impervious area, however if you
choose to do so, than area that the credit is being claimed for has to diverted away from the pond, not to overburden
the pond and treatment of new impervious area.
Since your calculations included the difference in pre and post development for 1 year 24 hour storm (SA requirements),
the size -of your BMP is sufficient to meet our volume requirements. You proposed a 85% wet pond, however no

vegetative filter is provided for overflow from the pond (design requirement). Having all of this in mind and due to the
fact that the required pond volume (per your proposal) is about 2 times more than what is required if you would use
only 1.5" rainfall, this project as proposed is acceptable, however If you decide to redesign the BMP to reduce the
required volume, than the "existing impervious area" has to diverted away from the pond, and in order for credit to be
granted, it has to have at least equal or better treatment as existing current site, meaning the "existing" portion of
stormwater has to go through some vegetative area before being discharged to City's stormwater system and pond has
to be redesigned to include vegetative filter.
Please advise.
Thanks
Samir Dumpor
Environmental Engineer II
NC Department of Environment and Natural Resources
Surface Water Protection Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Office: 252.948.3959
Fax: [phone]
NOTE: Please update your address hook with my new email address
Samir.Dumpor(ancdenr.gov
`W Please consider the environment before printing this e-mail.
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.

TRANSMITTAL
Subject: Stormwater Permit Application
Dear Mr. Dumpor,
Date 5/1/2012
Reference Sonic Drive -In - Elizabeth City. NC
Contact Samir Dumpor, NCDENR-DWQ
Company NCDENR-DWQ
Washington Regional Office
Address 943 Washington Square Mall
City & State Washington, NC 27889
Please find the attached State Stormwater Management Permit Form and check for $505.00.
Included are:
-Check for $505.00
-1 original and I copy of the application
-1 copy of the Soils Report
-1 original and 1 copy of the Stormwater Report containing all other required items.
Please call me if you have any questions at 910-920-7661.
Sincerely,
Kevin S. Lindsay, P.E.
Senior Engineer
0UVM_0M0
i10Z E - AM
C13A1303H
LANDSCAPE ARCI-iI'I"I3CTliRE I ENGINEERING I PLANNING
116 forth Cool Spring Street Fayetteville, NC 28301 1 Ph: 910-221-0033I Fax: [phone]

DMt7-Mb`ESO
Nvv _ 01 sois

1
FRED D. SMITH DIL CONSULTING INC.
February 23, 2012
W. Carl Bonner
Terracon Consulting Engineers and Scientists
314 Beacon Dr
Winterville, NC 28590
Subject Report of a Soil Evaluation for Stormwater Treatment
Proposed Sonic Restaurant
Elizabeth City, NC
Dear Mr. Bonner,
RECEIVED
M AY - 3 2012
DWQ-WARD
This letter concerns the soil evaluation l performed at the above mentioned site. You authorized
me to perform a soil evaluation of the surface soils on the site, to determine the depth to the
`seasonal high water table', and to perform in -situ soil permeability testing at the site. The work
was done in general accordance with the rules for stormwater disposal (15A NCAC 02H .1008
(d)}.
You provided me with site drawings and a proposed storm water basin area.
My work consisted of two hand auger borings to observe and describe physical properties such
as texture, color, structure, consistency, depth to seasonal or perched groundwater, parent
material, and restrictive horizons.
Permeability test results and soil descriptions are attached. HA 1 and 2 are shown on the
attached drawing.
Wet soil was found at a depth of about 48 to 58 inches beneath the surface. This is the capillary
fringe just above the actual water table. Saturated soil was encountered at 58 inches beneath the
surface.
The seasonal water table (SHWT) was found to be within 12 inches of the surface_ The soil
layer at that depth has low chroma colors. Below the topsoil, the sandy clay loam B horizon has
a depleted gray matrix and concentrations of reddish yellow colors that indicate water remains
at that depth for a significant amount of time. Below this layer the soil colors remain gray until
the capillary fringe is found.
The soil permeability at the site was measured using an Aardvark Soil Permeability. The
Aardvark Permeameter maintains a constant head of water in a bore hole. The rate of water
movement is measured over time. The results are entered into an Excel spreadsheet program
that computes the permeability value in inches per hour.
O calMohile (252) 908.4W9
Post office Box 1175 - Mhshvl/le, NorM Caroliva 27W6

The test results are presented in Table I below.
Table 1
Permeability Test Results
Test No.
Depth
inches
Permeability
inches M hour
l
35
122
2
35
7.34
The two soil permeabilities were performed in the same soil horizon that has the same soil
texture. However, the soil structure at Test 2 location has a better structure than Test 1. I
believe the structure difference is the reason for such different permeability values.
I appreciate the opporkwity to work with you on this project Please contact me if you have
questions or need additional information.
Cordially,
Fred D. smith
Licensed Soil Scientist
Offc"obile [phone]
Post Office Box 1175 - Nashville, North Carolina 278M

Percolation or Ksat Rates using Aardvark Soil Permeameter
Perc Rate: min in Ksat:1.z2In/ hrIN
gdsf
site: SONIC- abet City
Date. 2/23/2012 Operator: FDS Boring Number:
Soil Series: Soil Horizon: B Boring [Depth (in)FM k.
Diameter of Hole(in): Water Column Height (in): © Head Conversion Factor 0.5
Boring Conversion Factor (BCF): r 2.261 Design Loading Rate 4 KsW14.96*ea" factor of 0.06 to 0.5 system dependent
Boring Gonvers15 Mtor = (rad)squarecnm tor AardvaM Meservoir
BCF of 4 In auger is 4.25 in diameter boring = 1
BCF of 3.25 in auger is 3.5 In diameter boring = 1.65
BCF of 2.75 In auger Is 3.01n diameter boring = 2.25
Head Conversion Factor (HCF) = Water Column Ht Inches / 6 inches, or Htcm/15cm
Example is 3.5in boring with 7 In water column in boring, 0,8 In head drop over 45 minutes
in a structured ed clay loam soil
F Value (9aacliffe and West, 2600)
Borehole diameter
Texture
5 n
n
3.0 in
Sands
0.107
0.124
0.09
Structured foams and cla s
0.082
0.096
0.068
Unstructuredfoams
an clay
8
7
0, 4
Time TO
Time x
Time
Hours
Reservoir
Reservoir
Reservoir
Percoiatlon
BCF
C
'Percolation
F value'
Kest
Deaf n Loading
2400 hours
2400 hours
Elapsed
Elapsed
Reading, in
ReadingIn
Change
Rate minRn
Rate
from table
= F(1/P)
Rate gdsf
ti
t+'i
(t1+1)-tl
dtl60min/hr
hi
h+1
(h+1}hi
dt/dh
Ad ustsd
with a 0.10
dt
dh
(P'HCF BCF
SO* Factor
initial
next
Initial
next
P
Ad P
of Ksat
min
hr
In
In
In
m1Nfn
minlin
n r
gdsf
xamp e
.
"20,
33333t14.
14.2
0.2
10
2.25
0.5
2
0.068
1.84
5.49
STEADY STATE ARITHM
TIC AVERAGE
of
last 3 readings
Pedon Description
Depth
Horizon
Color
Texture
Structure
Horizon Notes
,its Notes.,

Percolation or Ksat Rates using Aardvark Soil Permeameter
Perc Rate: minlin
Ksat:7.3j4nihr
LR: gdaf
S te: 0NIC- ElIzaFeth M&Y
Date: 2/23/2012 Operator: FDS Boring Number:
Soil Series: Soil Horizon: B Boring Depth (in) :
Diameter of Hole(in): Water Column Height (in): © Head Conversion Factor 0.5
Boring Conversion Factor (BCF): Design Loading Rate o Ksar14.M*safety factor of 0.05 to 0.6 system dependent
onng Conversion Pactor = (rad)squareO15.06 for AardvarK Reservoir
BCF of 4 In auger Is 4.25 in diameter boring = 1
BCF of 3.25 in auger Is 3.5 In diameter boring = 1.65
BCF of 2.75 In auger Is 3,0 in diameter boring = 2.25
Head Conversion Factor (HCF) = Water Column Ht inches / 5 inches, or Htcm/15cm
Example is 3.5in boring with 7 In water column in boring, 0.5 in head drop over 45 minutes
In a structured ed clay loam soil
F WIN adclRre ana West, 2000)
Borehole diameter
Texture
3.5 in
4.0 In
3.0 In
Sands
0.107
0.124
0.09
Structured loams and clays
0,082
0.096
0.068
Unstructured
foams and clay
_ .067
0.04
Time TO
Time x
Time
!"lours
Reservoir
Reservoir
Reservoir
Percolation
-
HCF
Percolation
F value
Kest
Design Loading
2400 hours
2400 hours
Elapsed
Elapsed
Reading, In
Reading In
Chan a
Rate (minnn)
Rate
from table
= FO1P)
Rate gdaf
ti
t+1
(t141)-t1
dt/60minmr
hi
h+1
(h+1)-hi
dtfdh
Adjusted
with a 0.10
dt
dh
P`HCF)/BCF
Safety Factor
initial
next
initial
next
P
Al P
of Ksa#
min
hr
In
In
In
minim
mlMn
In hr
gdsf
xamp e
2
0.033333
8.7
7.3
1.4
1,428571429
Z25
0:5
0
0.068
12<85
38.46
T7�
1
6.
5.4 1
1.1
7.727272727
2.25
0.5
9.79
20.14
STEADY STATE ARITHMETIC
AVE
GE Of
last 3 readings
I
;
Pedon Description
Depth
Horizon
Color
Texture
Structure
Horizon Notes
1SIte Notes:

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Central Files: APS — SWP
10/4/2017
Permit Number ' SW7120501 Permit Tracking Slip
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
samir.dumpor
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
D P 3o767v5-1 �
/,Q74F,-
?
P q 00l��
Facility Name
Sonic Drive -In Restuarant - Elizabeth City
Locatiop Address
11
,711 Ehringhaus St
Elizabeth Cty NC 27906
vvner
pyre!/ I.
rr
PO te,r ra3T
ran e5z, YY
Status Project Type
Active New Project
Version / Permit Classification
1.00 /1�{, • Inual
Permit foliation
25 YN
as 7b 3 W .
i 15- Ld It s�f fir
l v, /s2-A
Major/Minor Region -
Minor Washington
County
Pasquotank
Facility Contact Affiliation
Owner Name Owner Type
D L Rogers Companies h„C/'L./ ��� it Non -Government
Owner Affiliation
{ Q� Shawn Cather
l�
5013 David Blvd
Dates/Events Richland Hls TX 76180
Scheduled
Orig Issue App Received Draft Initialed Issuance Public Notice Issue Effective Expiration
6/4/2012 5/3/2012 6/4/2012 6/4/2012 6/4/2020
Regulated_ Activities _ Requested /Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Outfall
Walerbody Name
Streamindex Number Current Class Subbasin
Cv .t b
v JL
Sff lv"' ho/e ,`w lee.
I