SW7081010_HISTORICAL FILE_20210623

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
F(HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
42z22
YYYYMMDD

ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
BRIAN WRENN
Director
Hatchell & Hatchell, LLC
Attention: Derek Hatchell, Manager
P.O. Box 2405
Manteo, NC 27954
Dear Mr. Hatchell:
NORTH CAROLINA
Environmental Quality
June 23, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7081010
Convenience Store and Car Wash
Columbia, NC, Tyrrell County
W aV,/,)
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7081010 for a stormwater treatment system consisting of a
constructed wetlands basin serving a convenience store and car wash located at 911
Scuppernong Drive, Columbia, NC expires on December 30, 2021. This is a reminder
that permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https://deq. nc.gbv/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(Wncdenr.aov.
Sincerely,
gI�
�o Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
2 Washington Regionai Office 1943 Washington Square Mail I Washington, North Carolina 27889
tf�;+ �_
EQ
°""�" °"^� 252.946,6481

November 11, 2008
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: William Moore, PE
RE: Hatchell Carwash & Convenience Store
High Density Stormwater Management Submittal
Dear Mr. Moore:
NOV 1 3 2008
��'til1�•�tltl��t�
Please find the enclosed Stormwater Management Permit Application for a proposed drive-thru
convenience store and carwash in Columbia, Tyrrell County. The project is a 3,330 sf structure
proposed for a 1.48-acre site. The stormwater management system for the facility conforms to
NCDENR high -density standards under regulations set forth for the 20 coastal counties. The
information included within the attached submittal include:
• NCDENR stormwater management permit application (1 original & 1 copy)
• Review Fee ($505.00)
• Wetland Supplement (1 copy)
• Stormwater Wetland Operation & Maintenance Agreement (1 copy)
• Volumetric Run-off Calculations (1 copy)
• Wetland Volume & Drawdown Calculations (1 copy)
• Soil Report (1 copy)
• Soils Narrative (1 copy)
• Soil Borings Log (1 copy)
• Stormwater Narrative (1 copy)
• Soils Map for Tyrrell County (1 copy)
• Sheet C201, Site Plan & C302, Grading Plan (2 copies)
• Property Deed (1 copy)
If you have any further questions regarding any portion of this submittal, please do not hesitate
to call me. A
)elucia, PE
Engineer
Hatchell & Hatchell, LLC
File 07769B/350
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

North Carolina Secretary of State
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Corporation Names
Name Name Type
NC Hatchell & Legal
Hatchell, LLC
NC Beasley & Prev Legal
Hatchell, LLC
Limited Liability Company Information
SOSID:
0579543
Status:
Current -Active
Date Formed:
2/1/2001
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31/2050
Registered Agent
Agent Name: Hatchell, Derek A
Registered
956 Hwy 64/264
Office Address:
Manteo NC 27954
Registered
956 Hwy 64/264
Mailing
Manteo NC 27954
Address:
Principal Office
956 Hwy 64/264
Address:
Manteo NC 27954
Principal
956 Hwy 64/264
Mailing
Manteo NC 27954
Address:
1 of 2 1 /20/2009 11:07 AM

►ko
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
23,
Mr. Derek Hatchell
Hatchell & Hatchell, LLC
P.O. Box 2405
Manteo, NC 27954
Subject: Stormwater Review SW7081010
Proposed Drive-Thru Convenience Store
Tyrrell County
Dear Mr. Hatchell:
Colem H. Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on
November 13, 2008. A preliminary review of your project indicates that before a State Stormwater permit can be
issued the following additional information is needed:
1. The plans indicate that the level spreader at the beginning of the vegetated filter can be constructed
out of wood or concrete. Please specify on the plans that concrete should be used. We have found
that wood does not hold up as well and that it can also warp and therefore not properly spread the
flow.
2. The BMP manual specifies a minimum treatment volume for a wetland of 3,630 cubic feet. Lesser
volumes may be approved on a case by case basis. Please justify the use of a lesser volume.
3. The stormwater narrative indicates that flows in excess of the design flow will overflow a weir and will
be routed to the vegetated filter. Please include on the plans the location of the weir and also a cross
section.
The above requested information must be received in this office prior to February 23, 2009 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail or
fax your request for time extension to me at the Letterhead address and include the application number on the
request. The request must include justification for the amount of additional time needed. The request will only be
granted for justifiable delays that are unforeseen and beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
I4Q f
e(K. Thorpe
Environmental Engineer
cc: L' fN shington Regional Office
Albemarle & Associates, LTD.
North Carolina Division of Water Quality Internet www ncwaleranahty ora
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
None
rthiCarolina
Naturally
An Equal DpportmilylAffirmadve Adbn Employer— 50% RecycledAO% Post Consumer Paper

lbemarle
& ASSOCIATES, LTD.
January 29, 2009
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATI-N: Roger Thorpe
FEB -22W
RE: Hatchell Carwash & Convenience Store
High Density Storrnwater Management Submittal (SW7081010)
Dear Mr. Thorpe:
Thank you for discussing the Hatchell Car Wash & Convenience Store with me today. Pursuant
to our conversation, we have addressed the items within your letter dated January 23, 2009 as
follows:
1. We have removed the use of wood as an option for which the level spreader may be
constructed. As we discussed, have included the use of an 8" pvc pipe (filled) as an option
to concrete.
2. The treatment volume provided by the site coverage is 3,199 cf, which is under the 3,630
preferred for a created wetland. However, we request deviation from this guideline as
permitted by DWQ due to the site constraints. Due to the existing elevation, soil
characteristics and water table, we do not recommend the use of an infiltration basin or
bioretention area. The available site does not lend itself to the construction of a pond that
would meet the minimum average depth required to meet DWQ criteria without the use of a
extensive bulkheading, which I do not advocate for safety concerns. We also considered a
sand filter, but again have issues with the water table. I truly believe that a created wetland
is the best BMP for this site. In order to maintain a water balance within the wetland, we
have graded the deep pools to an elevation of 1 foot below sea level.
3. As we discussed, the weir described in the narrative is also the level spreader for the
vegetative filter. I have clarified this within the plan view and detail callout.
If you have any further questions regarding any portion of this submittal, please do not hesitate
to call me.
Sincerely,
Mic#IJ
Project Erb
cc: Hatchell & Flatch
File 07769B/350
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

Volumetric Runoff Calculations
Simple Method
Project Name: Hatchell Car Wash & Convienence Store
Project Area Description
Basin Information
(21,000 + 43788)
existing
3,715
0
0
0
0
0
1 3,715
existing (to
remain)
0
0
0
0
0
0
0
proposed
(additional)
3,330
0
18,199
0
0
0
21,529
Receiving Stream Name
Receiving Stream Class & Index Number
Drainage Area
64,788 SF
Existing Impervious Area
0 SF
Proposed Impervious Area
21,529 SF
% Impervious Area (total)
33.2%
Impervious Surface Area
On -site Buildings or Lot BUA
3,330 SF
On -site Streets
0 SF
On -site Parking
18,199 SF
On -site Sidewalks/Concrete
0 SF
Other on -site
0 SF
Off -site !
0 SF
Total:
21,529 SF
Runoff Calculations (Simple Method)
1yr/24hr(pre)
I yd24hr (post)
Design Runoff (in)
1.5
2 3.6
3.6
Total Area (Ac.)
64,788
64,788 64,788
64,788
Coverage
33.2%
33.2% 5.7%
33.2%
R(v)
0.349
0.349 0.102
0.349 Pre -Post increase
Rainfall Volume
2,827 dV
3,769 1,975
6,785 4,810
2
NCDENR Design: 2,827
NOV 1 3,2008

I emarle
& ASSOCIATES, LTD.
Engineering - Surveyling - Land Planning
SHEET NO.
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Soils Narrative
Hatchell & Hatchell, LLC
Highway 64 & Railroad Avenue
Columbia, Tyrrell County, NC
REcE; V:ERp
NOV 1 3 2008
1)* 2l-VVA,:�0%
The soil in the project area is mapped by the Soil Survey of Tyrrell County (issued July
1988), as Tomotley fine sandy loam, rarely flooded (To). Tomotley soil is characterized
as nearly level and poorly drained. Permeability is moderate or moderately slow and
ranges from extremely acid to strongly acid. The seasonal high water table is at or near
the surface in undrained areas.
This soil typically has a surface layer of very dark gray fine sandy loam about 8 inches
thick. The subsoil extends to a depth of about 36 inches. It is gray sandy clay loam in
the upper part and light brownish gray sandy loam in the lower part. The substratum to a
depth of 60 inches is light brownish gray sand.
Results of the soil boring investigation for the site show that topsoil (fill material) was
found at a depth of 0" — 12", saw dust from a prior sawmill operation was found at a
depth of 12" —18", and dark gray sandy loam was found at a depth of 18" — 36". The
water table was located at a depth of approximately 36" below ground, and the ground
elevation was approximately 4.5'.

Soils Report
Hatchell & Hatchell, LLC
Highway 64 & Railroad Avenue
Columbia, Tyrrell County, NC
A soil boring was done with the following results:
Depth Type Color
0' — 12" Topsoil (fill material) Dark Brown
12" — 18" Sawdust Brownish Gray
18" — 36" Sandy Loam Dark Gray
Water table approximately 36" below surface.
Surface elevation — 4.5'
NOV 1 3 '2008
11Ih Q-vvAOR0

Stormwater Narrative
Hatchell & Hatchell, LLC
Highway 64 & Railroad Avenue
NOV 1 3 2008
Columbia, Tyrrell County, NC
��IrY �"tHVA'\} 0
Hatchell & Hatchell, LLC intends to develop a 1.49 acre site is located on the southeast
corner of Highway 64 and Railroad Avenue in Columbia, Tyrrell County. The site is
mostly level and contains a metal building on a concrete slab that is being removed.
The Soil Survey for Tyrrell County has mapped the soils in the areas to be improved to
consist of To (Tomotley fine sandy loam). Tomotley fine sandy loam is characterized by
moderate to moderately slow permeability. The site is fairly level with existing elevations
averaging 4.5 feet above sea level. The site currently has no stormwater retention and
the runoff is currently conveyed to the existing ditches on the ease and west side of the
site. Ultimately this runoff is conveyed to the Scuppernong River. The property is served
by the community sewer and water systems.
The owner intends to remove the existing development from the site and construct a
single structure carwash and drive-thru convenience store. Development is expected to
disturb 1.35 acres for construction of the structure, parking, driveway relocation,
stormwater management system, and right -of way improvements. Demolition of the
existing improvements has begun under the conditions of the demo permit issued by the
Town of Columbia and as soon as the rest of all the required permits are obtained,
construction of the proposed structure and all new improvements will commence.
Overall coverage for the site is proposed to be 33.2 %. The proposed finished floor
elevation of the new building is 6.2' MSL (NAVD 1988). Limited fill will be brought to the
site to allowing grading to implement the stormwater management measures and to
establish the first floor elevation.
Stormwater management will be a high -density project utilizing conveyance to a created
wetland. Curb and gutter will be utilized to direct all runoff from the structure and the
parking lot to curb inlets and conveyed via pipe to the created wetland located to the
rear of the parking lot. Any overflow will be directed via a weir to a vegetated filter and
will be directed to an existing drainage ditch located on the east side of the property. All
water from the carwash operation will be contained within the structure and recycled.
No water from the carwash operation will impact the stormwater management system.
Prepared by Albemarle and Associate,

Hatchell & Hatchell, LLC
Highway 64 Railroad Avenue
Columbia, Tyrrell County, NC
Soil Borings
Depth
Basin 1
0" to 6"
Topsoil, fill
material
6" to 12"
Topsoil, fill
material
12" to 18"
Sawdust from
prior sawmill
18" to 36"
Dark gray sandy
loam
Soil Type
Tomotley
Ex. Ground Elevation (ft. above
4.5
MSL)
Depth to ESHWT (in)
36
ESHWT Elevation
1.5
Depth to Water table (in)
36
Estimated Water table Elevation
1.5
(ft)
R E C Z- iYZID
NOV 1 3 2008
DVS t-Va°r"" RO
Prepared by Albemarle and Associates, Ltd.

Soil Map -Tyrrell County, North Carolina t + IE
SVED
NOV 1 3 2008
ry Meters
A 0 15 30 60 00
Fee
0 W 100 700 300
USDA Natural Resources Web Soil Survey 2 0 9/22/2008
Conservation Service National Cooperative Soil Survev Paae 1 of 3

Soil Map —Tyrrell County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Very Stony Spot
Original soil survey map sheets were prepared at publication scale.
Area or Interest (AO0
Viewing scale and printing scale, however, may vary from the
y
Wet Spot
original. Please rely on the bar scale on each map sheet for proper
Soils
Other
map measurements.
Q
Soil Map Units
Special
Line Features
Source of Map: Natural Resources Conservation Service
Special
Point features
-a
Gully
Web Soil Survey URL: hftp:ltwebsoilsuNey.nrcs.usda.gov
u
Blowout
Coordinate System: UTM Zone 18N
r�
Short Steep Slope
®
Borrow Pit
-='
This product is generated from the USDA-NRCS certified data as of
Other
the version date(s) listed below.
X
Clay Spot
♦
Closed Depression
Political Features
Soil Survey Area: Tyrrell County, North Carolina
Municipalities
Survey Area Data: Version 10, Jan 9, 2008
X
Gravel Pit
p
Cities
Date(s) aerial images were photographed: 1/3/1998
,.
Gravely Spot
®
Urban Areas
The orthophoto or other base map on which the soil lines were
®
Landfill
Water Features
compiled and digitized probably differs from the background
A.
Lava Flow
Oceans
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
al�
Marsh
N
Streams and Canals
R
Mine or Quarry
Transportation
u
Rails
p
Miscellaneous Water
Roads
O.
Perennial Water
Interstate Highways
Rock Outcrop
N
US Routes
}
Saline Spot
m
State Highways
Sandy Spot
J l�
Local Roads
-Q
Severely Eroded Spot
m
Other Roads
G
Sinkhole
3)
Slide or Slip
D
Sodic Spot
_
Spoil Area
Q
Stony Spot
USDA Natural Resources Web Soil Survey 2.0 9/22/2008
;lm Conservation Service National Cooperative Soil Survey Page 2 of 3

1�1 % 44./ F RUL. U.I/
28 2008
02 .00TYRRELL
StNo of
North Carolina
this line for recording data
TAX PARCEL #
Excise Tax - $250.00
Prepared by:
Charles D. Evans (B121845-tw)
a licensed North Carolina attorney
KELLOGG AND EVANS, P.A
P.O. Box 189
Manteo, NC 27954
Delinquent taxes, if any, to be paid by the closing
attorney to the .county tax collector upon
disbursement of closing proceeds_
NORTH CAROLINA, TYRRELL COUNTY
NOV 1 3 2008
Return to:
Christopher L. Seawell
Aldridge, Seawell, Spence and Felthousen
P.O. Box 339
Manteo, NC 27954
F : zzco4. z
THIS DEED made this the 18 "" day of 'k�2008, by and between TIMES
PRINTING CO., INC., a North Carolina corporation, party of the first part, to HATCHELL &
HATCHELL, LLC, a North Carolina limited liability company, of 956 Hwy 64/264, Manteo,
NC 27954, party of the second part:
WITNESSETH:
THAT the said party of the first part, for valuable consideration to it in hand paid by the said party
of the second part, the receipt of which is hereby acknowledged, has bargained, sold and conveyed,
and by these presents does bargain, sell and convey unto the said party of the second part, its
successors and assigns, all those certain lands lying and being in Columbia Township, Tyrrell
County, North Carolina, and more particularly described as follows:
SEE ATTACHED EXHIBIT "A" FOR DESCRIPTION
This conveyance is made subject to the ad valorem taxes for 2008 and any easements; covenants and
restrictions of record and any governmental rules and regulations that may affect the use thereof,
including that certain Dominion NC Power easement recorded in Book 188, Page 1810 and North
Carolina Department of Transportation permanent drainage easement recorded in Deed Book 187,
Page 521 and subject to the rights of way of Railroad Avenue and U. S. Highway 64 Bypass.
TO HAVE AND TO HOLD the above described lands and premises together with all the privileges
and appurtenances thereunto belonging unto the said party of the second part, its successors and
assigns, in fee simple forever.
AND the said party of the first part, for itself and its successors, heirs, administrators; executors and
assigns, covenants to and with the said party of the second part, its successors and assigns, that it is
seized of said lands in fee, that it has a good right to convey the same in fee simple; that the same
are free and clear of all encumbrances whatsoever except as otherwise set forth herein;'and that it,
will forever warrant and defend the title to the same against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said party of the first part has caused this instrument to be
executed in its name by its duly authorized officer by its authority duly and legallyjgiven, the day
and year first above written.
TiMRS pulNTrnrr, M TW

i trues Printing Co., Inc.
to
Hatchell & Hatchell, LLC
All that certain lot or parcel of land, lying and being situate in Town of Columbia, Tyrrell County,
North Carolina, and more particularly described as follows:
BEGINNING at a point lying on the Southeastern margin of the right of way of U.S j Highway 64
BYPASS having a variable width right of way marling the North line of the subject property herein
described, said point also marking the Northwesternmost comer of the property now or formerly
owned by the County of Tyrrell as described in Deed Book 164, Page 745 of the Tyrrell County
Registry, running thence from said point of beginning along the West line of the County of Tyrrell
as hereinabove referenced along the center line of a ditch South 9 deg. 12 min. 27 sec.! West 490.49
feet to a point, said point being located from an existing PK nail North 12 deg. 29 mint. 48 sec. East
273.70 feet; thence comering and running along the North line of property now or formerly owned
by Evelyn Betts as shown in Plat Cabinet A, Slide 367 of the Tyrrell County Registry North 75 deg.
33 min. 34 sec. West 55.00 feet to an iron rod set; thence continuing along the Betts North line North
75 deg. 33 min. 34 sec. West 109.84 feet to an iron rod set, said iron rod being located from a PK
nail South 75 deg. 33 min. 34 sec. East 19.52 feet; thence comering and running along the East
margin of the right of way of Railroad Avenue having a variable width right of way and through and
along a ditch North 14 deg. 35 min. 23 sec. East 390.50 feet to an iron rod set; thence cornering and
running along the Southeastern margin of the right of way of U.S. Highway 64 Bypass North 49 deg.
28 min. 43 sec. East 64.43 feet to an iron rod set; thence continuing along the Southeast margin of
the right of way of U.S. Highway 64 Bypass North 75 deg. 36 min. 35 sec. East 93.11 feet to the
point or place of beginning:
For a more particular description reference is made to that map or plat made from a survey by
Timothy L. Fish, RLS, of Albemarle and Associates, Ltd. dated September 5, 2008 entitled, "Survey
for Hatchell & Hatchell, LLC, Deed Book 184, Page 665, Town of Columbia, Tyrrell County, North
Carolina".
Same being the property conveyed to Times Printing Company, Inc. by deed dated March 30, 2000
and recorded in Book 184, Page 665, Public Registry of Tyrrell County, North Carolina, subject to
any exceptions set forth herein.

I, d;i N4 b . UNDCa12uwl) , a Notary Public of the County and State aforesaid,
certify that F. Warren Meekins, Jr., Vice -President of Times Printing Co., Inc., personally
appeared before me this day and acknowledged the execution of �theA foregoing .in,str1ument. Witness
my hand and official stamp or seal, this the �_ day of 4 f 2008.
My Commission Expires- 12'2-201