SW7100802_HISTORICAL FILE_20210428

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW lkll/bQB
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
zal
YYYYMMDD

ROY COOPER
cavernor
DIONNE D011-CAYTI
Secretary
RRIAN WRENN
r?rovor
Greensboro Wells, LLC
700 Airport Blvd., STE 490
Burlingame, CA 94010
Dear Sir:
WW'i H CAP,OLrJA
Envog"Menfal Quality
April 28, 2021
Subject: Stormwater Permit Renewal and Ownership Change
Stormwater Management Permit SW7100802
Dollar General, Elizabeth City, NC
Pasquotank County
WA l--
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7100802 for a stormwater treatment system consisting of a wet
detention pond serving the Dollar General Store located at 01059 Hwy 158, Elizabeth
City, NC expires on December 31, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receivinc
a renewal application.
The permit was originally issued to Mink Creek Investments, LLC. A search of the
Pasquotank County tax records indicates that your company now owns the property. A
stormwater permit is required for this property. Please submit a completed permit
renewal application and an ownership transfer application along with a $505.00 fee.
Permit application forms for renewal and ownership transfer can be found on our
website at: hftos ;;Jeq nc gov!�hou�ldivs;or�' :,�rgy'-mmero!-and lend-
� eSOl.r,eS!3tor'"'r:Natertsto�fl'?Sv9iSf-C'iro:lr9r'JG�ST-Co�3 : _ _ _ -:-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roaer.thoroe6E ncdenr.go
Sincerely,
Roger K. Thorpe
Environmental Engineer
Ill%* �0CT �9'S `. �: ti a! hnil_-':nr.:'.^mot >'_:i.^ r xe7t:aP.:;• iirns.o:, 7f y- ^iu;_:airGF_.,nd ':e:rn:•c_,

• . Y
Vinson, Scott
From:
matthew gillespie [[e-mail]]
Sent:
Friday, August 20, 2010 9:33 AM
To:
'Jacob Mossholder'
Cc:
Scott Vinson
Subject:
Elizabeth City Rev Calcs
Attachments:
image001.jpg; DOC204.PDF
Scott
I have attached the revised calculations and spreadsheet. Please note I calculated a slight different number for my
average depth. Did you take into account the forebays? According to the spreadsheet you can include the forebays into
the bottom shelf and permanent pool areas. When I do this I calculated an average depth of 3.37 feet.
I have only attached a 1 page calculation revision; all the other items not revised by this sheet remain the same. Please
attach this to the other calculations.
Thanks,
Matthew Gillespie, Project Manager, El
45ite,Inc
7500 S. Memorial Pkwy Ste 209
Huntsville, AL 35802
Phone: [phone] ext. 305
Fax:[phone]
0
The Power off
one Vision + ;one Plane# + one People + one Future Q. D
�,ECEIVED
AUG 10 2010
DW@
PROD #

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7500 South Memorial Pkwy
Ste 209 • Huntsville, AL 35801
phone 256.539,1221 • fox 256.539.1220
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August2, 2010
EXPRESS
Q�INCORPORATED
NCDENR AUG 04 20&: Greg Johnson, PE
Water Quality Division p� Director of Engineering
943 Washington Square Mall NC ®ENR Patton Harris Rust & Assoc.
Washington, NC 27889 410 North Center Drive, Ste 100
[phone] Chesapeake Building 9
Norfolk, VA 23502
RE: New Dollar General Store, US Hwy 158 & US Hwy 17, Elizabeth City, NC (P10031)
To Whom It May Concern,
7500 S. Memorial Pkwy.
Suite 209
Huntsville, AL 35802
phone [phone]
fax [phone]
We were authorized by The Broadway Group to perform the necessary analysis to evaluate the
storm drainage system and water quality design for the above referenced development.
The area within the proposed study includes the site and those areas contributing runoff to the site.
The proposed development consists of a new 9100 square foot retail store and the associated 40 parking
spaces required. The property consists of 2.82 acres comprised of an existing residence; mixed grasses,
and wooded areas. The site ranges in slope from 0.5-10 percent. Approximately 2/3 of the site drains to an
existing drainage Swale located in the Southeast corner of the property. The other 1/3 of the site drains to
the north along US Hwy 158 to an existing concrete lined drainage Swale. Our runoff will be directed to a
new wet detention basin constructed per the NCDENR Stormwater BMP Manual. This BMP will treat the
runoff from the new impervious areas and discharge it to this existing Swale flowing southward along the
adjoining farmland.
This existing site hydrology consists of 5 drainage basins: EX-1 consists of 1.562 acres and drains to the
existing drainage Swale located at the southeast corner of the property. EX-2 consists of 0.255 acres and
drains to the south to the existing drainage Swale along the southern boundary of the property. EX-3
consists of 0.454 acres and drains northward to the existing drainage Swale flowing eastward along US Hwy
158. EX-4 consists of 0.166 acres and drains northward to the above mention Swale along US Hwy 158. EX-
5 consists of 0.385 acres and drains eastward into the adjoining wooded area ans then into the existing
drainage Swale flowing along the west side oh US Hwy 17.
The Post -Developed hydrology consists of 4 drainage basins: DEV-1 consists of 1.99 acres, primarily
comprised of all the new impervious areas planned for this site. This basin's runoff will be carried via
vegetated swales to a new Wet Detention Basin located in the southeast corner of the property. The
discharge from this BMP will be controlled by a 1.5" Orifice constructed into a 6" SCH 40 PVC into a Weir
Box. This weir box will help control the release rate of the larger storm events and consists of (1) 9" x 9.6"
weir. In addition an 8 foot wide trapezoidal spillway is planned to help control the 25 through 100 year storm
events and maintain the 1 foot freeboard for the 100 year event. DEV-2 consists of 0.33 acres and drains to
the existing drainage Swale located at the southeast corner of the property. The combination of these two
basins post -developed flow rate will be equal to or less than the pre -developed condition draining to the
existing farmland drainage swale, (See Output Table). DEV-3 consists of 0.323 acres and drains to a new
grassed Swale flowing northward to US Hwy 158. DEV-4 consists of 0.178 acres and drains to the existing
wooded area to the east of the property.
Our analysis indicates the post -developed runoff will be equal to or below the pre -developed condition for all
storm events (see next page). Based on this, we do not anticipate any adverse impacts downstream of the
site.
Included within this report and attached by reference are the following data, calculations, and documents:
1. This report which discusses the procedures, design assumptions, results, and conclusions of this
study.
land planning engineering surveying landscape architecture

Z
2. Drainage area maps showing the site, and other related data required for analysis and design.
3. StormNet Input & Output Data
4. Calculations
PROCEDURES
A topographic & "boundary" survey of the site was completed in accordance with the State's requirements
and standards. This survey was provided by McDowell & Associates Land Surveying. This map was used
in order to determine the existing and future drainage basins. A StormNet hydrologic model was developed
utilizing the SCS method of hydrograph generation. Data developed for this model included soils data,
ground cover (including impervious area, grass, and trees), time of concentration, and lag calculations.
Storm events modeled were Type III, 24 hour events (including the 1 yr, 2yr, 5yr, 10yr, 25yr, 50yr, and 100yr
storm events). Rainfall intensities were taken from the IDF curves for Pasquotank County, NC. The
StormNet program used for this study was developed by Boss International.
RESULTS
The results of this study and the associated design are shown on the Construction Plans and in the
StormNet Output Data included in this report. The associated storm sewer has been designed for the
predicted peak discharge for all storm events. The predicted combined runoff as indicated by the attached
StormNet Output Data is summarized in the table below.
Total Combined Runoff Peak Discharge (cfs)
1 rr_
2Vr
5Vr
10Vr
25yr
50yr
100Vr
Pre -Developed: 1.7
2.2
4.0
4.8
5.9
7.3
8.2
Post -Developed: 0.8
1.1
2.1
2.6
3.5
4.6
5.3
Pond HGL: 14.5
14.6
15.0
15.2
15.3
15.6
15.6
(Pond Top: 16.65)
Pre-Dev (Exist Farm Ditch):
1.8
3.1
3.7
4.4
5.5
6.1
Post-Dev (Exist Farm Ditch):
1.3
2.6
3.1
3.6
4.7
6.0
The values above indicate that the post -development 1-yr through the 100-yr runoff is less than the pre -
developed conditions for the entire site. In addition the post -developed 1-yr through 100-yr runoff to the
existing farm ditch is less than the pre -developed condition, no adverse affects are expected downstream of
the site for this existing channel.
we] k,[yUb9Is] ZW
This stormwater management study and associated design has been completed in accordance with the
design assumptions and procedures previously stated. The final results of this analysis were utilized in
developing the associated construction plans.
If you have any questions or comments about this study or the ass`` iatj� plans, please contact our office.
ncerely, ``���.kN CAROZ�
2pQ;o�Essioti Z�
Jer C ile, PE _ •4X SEAL Yr .
036590
Storm Water Report (P10031) vIC
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Flow Link - LOW FLOW (DEV 2010-07-0813:47:22)
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HGUS (10, 25, 100 YR)
P09014
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EXISTING FARM DITCH POST-DEV 100YR
Worksheet for Trapezoidal Channel
Project Description
Project File
c:\haestad\fmw\p10031.fm2
Worksheet
EXISTING FARM DITCH
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.005000
ft/ft
Left Side Slope
2.000000
H : V
Right Side Slope
2.000000
H : V
Bottom Width
2.00
It
Discharge
6.00
cfs
Results
Depth
0.77
ft
Flow Area
2.72
ft2
Wetted Perimeter
5.44
ft
Top Width
5.07
ft
Critical Depth
0.54
ft
Critical Slope
0.019256
ft/ft ,
Velocity
2.21
ft/s
Velocity Head
0.08
ft
Specific Energy
0.84
ft
Froude Number
0.53
Flow is subcritical.
08/02/10 GATEWAY 2000 FlowMaster v5.10
02:57:33 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

EXISTING FARM DITCH POST-DEV 10YR
Worksheet for Trapezoidal Channel
Project Description
Project File
c:\haestad\fmw\p10031.fm2
Worksheet
EXISTING FARM DITCH
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.005000
ft/ft
Left Side Slope
2.000000
H : V
Right Side Slope
2.000000
H : V
Bottom Width
2.00
ft
Discharge
3.10
cfs
Results
Depth
0.55
ft
Flow Area
1.69
ft2
Wetted Perimeter
4.44
ft
Top Width
4.18
ft
Critical Depth
0.37
ft
Critical Slope
0.021122 ft/ft
Velocity
1.84
ft/s
Velocity Head
0.05
ft
Specific Energy
0.60
ft
Froude Number
0.51
Flow is subcritical.
08/02/10 GATEWAY 2000 FlowMaster v5.10
02:57:50 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

EXISTING FARM DITCH PRE-DEV 10YR
Worksheet for Trapezoidal Channel
Project Description
Project File
c:\haestad\fmw\p10031.fm2
Worksheet
EXISTING FARM DITCH
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.005000ft/ft
Left Side Slope
2.000000
H : V
Right Side Slope
2.000000
H : V
Bottom Width
2.00
ft
Discharge
3.70
cfs
Results
Depth
0.60
ft
Flow Area
1.92
ft2
Wetted Perimeter
4.68
ft
Top Width
4.40
ft
Critical Depth
0.41
ft
Critical Slope
0.020593 ft/ft
Velocity
1.93
ft/s
Velocity Head
0.06
ft
Specific Energy
0.66
ft
Froude Number
0.52
Flow is subcritical.
08/02/10 GATEWAY 2000 FlowMaster v5.10
02:58:09 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

EXISTING FARM DITCH PRE-DEV 100YR
Worksheet for Trapezoidal Channel
Project Description
Project File
c:\haestad\fmw\pl0031.fm2
Worksheet
EXISTING FARM DITCH
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.005000 ft/ft
Left Side Slope
2.000006 H : V
Right Side Slope
2.000000 H : V
Bottom Width
2.00 ft
Discharge
6.10 cfs
Results
Depth
0.78
ft
Flow Area
2.75
ft2
Wetted Perimeter
5.47
ft
Top Width
5.10
it
Critical Depth
0.55
ft
Critical Slope
0.019212
ft/ft
Velocity
2.22
ft/s
Velocity Head
0.08
ft
Specific Energy
0.85
ft
Froude Number
0.53
Flow is subcritical.
08/02/10 GATEWAY 2000 FlowMaster v5.10
02:58:23 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

0.085
0.080
0.075
0,070
0.065
0.060
0.055
0.050
0.045
0 0.040
0.035
0.030
0.025
0.020
0.015
0.010
0.005
0.000
0
StormNET
1. S u 0/LIFIcE FZ&w
— Flow: Lint -LOW FLOW (DEV 2010-08-0214:41:02)
12 24 36 48 60 72 84 96 108
Time (hrs)

NORTH CAROLINA
a
Department of The Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
MINK CREEK INVESTMENTS, LLC
the original of which was filed in this office on the 30th day of July, 2010.
AUG 04 2010
NC DENR
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 30th day of July, 2010.
Certification# C201021100164-1 Referenced C201021100164-1 Page: 1 of 4
Verify this certificate online at www.secretary.state.ne.us/verification
Secretary of State

State of North Carolina
Department of the Secretary of State
SOSID: 1161321
Date Filed: 7/30/2010 3:12:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201021100164
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability tympany hereby applies for a
Certificate of Authority to tmnmel business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Mink Creek Investments, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The stale or country under whose laws the limited liability company was formed is: Alabama
.1. The date of formation was 9-27-2004 :its period of duration is: perpetual
4. Principal office information: (Select either o or b.)
a. Q The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 132 Holmes Avenue
City, State, Zip Code Huntsville, Alabama 36801 County Madison
The mailing address, if differenl from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 7511 Bedfordshire Drive
City, State, Zip Code Charlotte, North Carolina 28226
County Mecklenburg
6. The mailing address, if different from the street address, of the registered office in the Slate of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Meghan Hu
CORPORATIONS DIVISION
(Re,,ised January 1002)
P. O. BOX 29622
RALEIGH, NC 27626-0622
IFonn L-09)
Certificationtl C201021100164-1 Referenceg C'201021100164- Page: 2 of 4

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
S. the names, titles, and usual busiuccs addresses oflhe ❑uaeut managers of the limited liability company are:
(use alim-hiplent if nevevvan•)
:Name
Robert M. Broadway
Business Address
132 Holmes Avenue, Huntsville, Alabama 35801
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old A Photocopy of the certification cannot be accented.
10, if the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
I I.'rhis application will be effective upon filing, unless a delayed date and/or time is specified: July 30, 2010
This the 29 day of July . 20 10
r k vestments, LLC
nmc r JLimireJ LinhiiiR• (ompmry•
.Cigrmnu'e of Manager
Robert M. Broadway
Notes:
I. Filing fee is S250. l his document must be filed with the Secretary of State.
C'ORPORA'rioNS DIVISION
(Revised daoumi 2002)
P. D. BOX 29622
or Prior .Name
RALEIGH, NC 27626-0622
thonn L-09)
Certification# C201021100164-1 Reference# C201021100164- Page: 3 of

07/30/2010 10:27 334-240-3138
Beth Chapman
Secretary of State
STATE O
SEC OF STATE CORP
PAGE 02/03
P.O. Box 5616
Montgomery.ALU10 %16
F ALABAMA
I, Beth Chapman, Secretary of State of the State of Alabama, having custody
of the Great and Principal Seal of said State, do hereby certify that
the domestic corporate records on file in this office
disclose that Mink Creek Investments, L.L.C. organized in
the office of the Judge of Probate of Madison County on
September 27, 2004. I further certify that the records do not
disclose that said Mink Creek Investments, L.L.C. has been
dissolved.
In Testimony Whereof, I have hereunto set my hand
and affixed the Great Seal of the State, at the Capitol,
in the City of Montgomery, on this day.
July 30, 2010
Date
Beth Chapman
of State
Certificafionp C201021100164-1 Referencek C201021100164- Page:J oft

THIS AGREEMENT OF SALE made and entered into on the day herein
ar go7sse by and between,
Mink Crook Investments, LLC, Purchaser
And Danny and Sharon Angel, Seiler AUG 0 4 2010
WITNESSETH: NC DENR
Seller agrees to sell, and Buyer agrees to buy the following described property: ,age attached Exhibit"A"
Total Purchase Price $282,000.00
Earnest money, see additional provisions below $1,000.00
Cash due on dosing $281,000.00
ADDITIONAL PROVISIONS:
This contract if contingent upon the following:
1. Purchaser shag deposit for the Seller the lamest money to be held intrust at Stephens, Mil6roris. Harrison d Gammons.
P.C2430 L3N Drive Huntsville, AL 36801 (256,533.7711) within five (5) business days from the final signing of this sales
contract,
2. Purchaser shall have one hundred and twenty (120) days, after contract acceptance deb, to accomplish "Due Diligence' on said
property. At any time, during said period. Purchaser, at Purchaser's sob discration, may void this contract with return of earnest
money. Seller understands that an extension on the due diligence period may be needed E alb approvals and permits are not
received during the Initial due diligence period time frame.
3. Closing shag be Nhty (30) days or sooner after the elimination of hem 2 above.
4. Time a of the essence re this Sales Contract
The Seller will furnish the Purchaser a good and merchantable title and Warranty Dead free from any and all encumbrances except ad
valorem taxes, existing restrictions, easement of record and applicable zoning ordinances.,41J taxes, insurance end rents shall be prorated
as of the consummation of the sale.
Seller agrees to pay a commission of gyp for services rendered In a" of said property.
This transaction shall be closed on or before.I(Ag1M. Possession of property to be given at closing.
This contract states the entire agreement between the pates and merges In this agreement all statements, representations and covenants
heretofore made, and any other arimamerda not incorporated herein are void and of no force and affect. All wanantles herein made shall
survive delivery of the deed.
AGENCY DISCLOSURE
The Listing Company penny Angel OrrnerfAgent is an agent forthe Seller. The Selling Company CB .Richard Eire - Child Lesley is ISQ
onent for the Purchaser.
WITNESS OUR HAND AND SEAL this the _ day of Jantwrv. 2010-
NOTE: THE PARTIES, HERETO, AGREE THAT FACSIMILE COPIES
OF SIGNATURE ARE ACCEPTABLE TO EVIDENCE COMPLETE AGREEMENT.
We hereby agree
to Purchase the above eescrbad prop ing to rtna end corhditio stated shoe.
WITNESS Purchaser
Purchaser
We hereby agree to sell the above described
WITNESS
E0 3Sdd
to the t s and conditions stated above.
�0
Seller
Seller
Danny and Sharon Anita% Seller
1059 Highway 158 South, Elizabeth City, NC 279D9
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AUG 04 2010
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Paul A. Soodek and Da•ay 1. "coal and W W,
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The dmiv;. end 0'=o 'atCned be. shall inchMc mid PartlaA� bdm- tuc ..3 and ao i8¢. and JW
lucludc tin plural. mmadora fcmialua or nauur It toqubod by coam3l
w1TNE - drot Omnanl, for a valuable cauidcntim paid by Orealaa, the reaelpt of all of which is bcreby
ad, ba and by avee preaaou doe, Pont, bug" $all and M"y um the mid Ormroe in the simple all am
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or pored of Wed Jwnd in Newland TowushiP. Paquolank Calmtry. Nora Carolina and mac pwdeulaly
deaeribcd as followr:
BEGiNSM at an
lroa pipe dmaaad ea the Sndd o rl fht of way lloe of U.A 9gbrely 17.156 at the Nol0ord
ear eor of the propdry of Br Whta. ad ramogag tltmoc from cope idd c of beanda( stmg as Sowhae riot of
way Mad afraid U.& Blowsy 17-134 BOOM 40° 39' lfot M33 (aC m a right dw.y mgnm0k tfwaae cOaWdmi
ebb` am Boothe, dfht of way flee of cold Highway 6o1a SP 66' SMd L%20 foe" to »mtlwa dip d wry
mom®me d as braexedma of ruff VS. tDyMaq 17-136 Mtb US �Ltra7 oT: t Western 111111111 of
� airof a dtarL Boelk
way line of U8. 11khwa417 South 0P 32' Pad 76.43 fed m rm trod elf or eO loth S of e
33• 2V Wad 47a49 fad to a M&ORd hole In the ame of peaparty of U2. WWtet tbaao woog
dkrh Nora d° S2' Was 103 fad to ateoaa n0read bon, cotmarbW Mhomam MIM tW fbs While properly Bar
North 33° 31' Zoo 4k 33 fad to the It= Plea at as pofet of br�ohi Thin h the coma property lbat Is ddlmoabd
om plat eadded he pert. "Property bAi Coareyod to pox, A. Somdek lad Cbrh good- - pf prd by Charles L
to B
Brown, colve rd Bunlyor, fader date of" 10, 1984 and raeordad in Book AK Pads 15A ptepaommk
The PeaPoed hadmabol" dc%*Cd ram oequlted by Otmed by Iresoeaaamt reeadad in Dad book 4B6,P1pa LA in lid .
Popuom* Caaay Pabb.ltellb&Y-
A rmep eber"iaf dm aba'e desar3ed property is recanted In Dood Boob 436. PW 159, d he Pasquomak C MWY Begismy
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01/15/2010 09:51 2527712677
DANNY ANGEL
PAGE 02
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