SW7091208_HISTORICAL FILE_20091216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
_11ISTORICAL FILE
`/❑`" COMPLIANCE EVALUATION INSPECTION
DOC DATE
A aIIAAe
YYYYMMDD

HYMAN o
EXPRESS ROBEY
PROJECT DESCRIPTION
GEC 1<6 2009 Tandem, Inc.
NC DENR Pasquotank County - North Carolina
December 11. 2009
Tandem, Inc. is preparing to construct a small retail strip center at 1314 West Ehringhaus Street
(US 17 Business) in Elizabeth City between two existing restaurants. The site is zoned GB
(general business) and is served by city water and sewer. The 0.97-acre site is currently vacant
except for an existing gravel drive/parking area and a small concrete pad. The property was
previously occupied by a single family residence on the west side, and the right side was used
by a produce company for seasonal sales. The buildings were demolished to prepare for this
development.
Construction will consist of one building (containing up to 5 units), a parking lot, required utilities
and landscaping and two infiltration basins. For purpose of this design, we have looked at the
existing impervious area based on the condition prior to demolition of the buildings. Total
existing impervious area on -site is 9,194 sf. Proposed impervious area on site will be 25,718 sf
for a net increase of 16,524 sf.
According to the USDA Web Soil Survey, the on -site soils are classified as Urban. A soils
evaluation dated June 8, 2009 prepared by Terracon has been attached. The report includes a
boring map and boring logs. Boring Number 2 is located in the immediate vicinity of the
infiltration basins. According to the report, the seasonal high water table five feet below existing
grade. With a grade of 12' at the boring location, the seasonal high water table is estimated to
be at elevation 7'. The permeability rate at Boring Number 2 was found to be 0.93 inches per
hour. The low water table and high permeability rate make infiltration the most appropriate
method of stormwater treatment for this site.
Drainage Area 1 encompasses most of the site and includes all of the proposed impervious
surfaces except for 1,670 sf of the driveway. The elevation difference between the site and the
existing road make it impractical to collect the runoff from this portion of the driveway.
Impervious areas that will drain to the BMP include 7,575 sf of building, 13,849 sf of parking and
drive aisles, 2,384 sf of concrete sidewalk, and 240 sf of concrete dumpster pad. Runoff will
sheet flow across the paved parking lot to curb inlets provided with 1' of sump elevation to help
collect sediment that runs off the site. The stormwater will be routed from the structures to the
infiltration basin via underground piping. Runoff from the roof will be collected in roof drain
leaders that discharge in the piped drainage system. The two sections of the infiltration basin
are separated by the entrance drive. While there are two sections, they are linked together to
act as a single basin. Both basins will begin to fill at approximately the same time. As the small
basin, Section 2, fills; the runoff most directly routed to this basin will bypass the basin and add
to the flow into Section 1. When Section 1 fills to its storage elevation, a second bypass
structure will route all of the additional runoff to the existing drainage system in Ehringhaus
Street. An NCDOT encroachment agreement has been filed for connection to the existing
drainage system. This bypass method does not incorporate a vegetated filter. While we
acknowledge that the vegetated filter is an important part of the system, the size of the site,
elevation change to the adjacent site, and existing drainage features make the creation of the
filter very difficult. We request that this project be considered as redevelopment and that the
previous impervious coverage be considered. The basins hold 4,539 cf. That equates to 2.18"
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymsnrobey.com

2
Tandem, Inc.
Project Description
December 11, 2009
of runoff from the proposed site at the full coverage number of 25,718 sf of impervious area or
3.3" of runoff from the 16,524 sf of net increase in impervious area. Drawdown at half the
infiltration rate (0.465 inches/hour) will still occur in about 2.4 days based on a simple
mathematic computation of 2.25' of storage depth divided by 0.465 inches/hour.
We modeled the site utilizing XPStorm, Storm and Wastewater Management Model. Printouts
from the model have been attached to this report. The model was run for 24 hours with a Type
III rainfall distribution for the 10-year 24 hour storm. Graphs for several important nodes and
conduits have been attached to this report. Conduits labeled as Links 11 (div 1) and 13 (div 2)
simulate the .93 inch per hour infiltration rate out of the infiltration basin, Part 1 and Part 2. The
infiltration rates were determined based on 0.93 inches per hour (0.0775 feet per hour) times
the area of the bottom of the basin.
Part 1: 754 sf X 0.0775'/hr Part 2: 171 sf X 0.07757hr
3600 s/hr = 0.0162 cfs 3600 s/hr = 0.0037 cfs
The printout for Node 11 indicates the maximum stage in Part 1 of the basin. The printout for
Node 9 indicates the maximum stage in Part 2 of the basin. Conduit Link 7 represents the
discharge pipe and shows that the peak discharge during a 10-year storm will be 2.74 cfs.
The model was run again for the 1-year 24 hour storm. The 1-year discharge through Link 7 is
only 0.65 cfs.
Drainage Area 2 contains the remaining 7,633 sf of the site. This drainage area contains
the 1,670 sf of the driveway mentioned above. The elevation difference between the site and
the existing road make it impractical to collect the runoff from this portion of the driveway. No
other impervious surfaces will exist in this drainage area. The grassed areas behind the
buildings and retaining wall will continue to sheet flow in the same direction as under current
conditions.
The disturbed area for the site will not exceed 2 acres. The limits of disturbance have
been shown on the plans.

TERRACON
314 BEACON DRIVE
WINTERVILLE, N.C. 28590
TELEPHONE [phone]
CLIENT: AR Chesson Construction Company, Inc.
PROJECT: Proposed Shopping Center; Elizabeth City, NC
Proposed Stormwater Detention Pond
WEATHER: Sunny and warm
TERRACON JOB NO.: 72091103
DATE: June 8, 2009 PERSONNEL: Bob Neel
As requested by Ms. Caroline Copeland, representing AR Chesson Construction
Company, a representative of Terracon Consultants, Inc. was on site today to advance
hand auger borings at the approximate locations indicated on the attached drawing.
The purpose of today's site visit was to further explore the on site soils with respect to
storm water management. The hand auger borings (2, 3 and 4) were advanced at
locations as indicated on the attached drawing. The boring locations were determined by
measuring from existing site features and should be considered approximate.
The soils encountered at boring location 2 include approximately 2 feet of sandy fill with
organics, underlain by native clayey sand and silty to slightly silty sand. A seasonal high
water table was indicated by a predominant soil color of grayish brown (10YR-5-2) at a
depth of 5 feet. A sample for permeability testing was obtained from a depth of 3 to S
feet. The sample collected was a brownish yellow (1 OYR-6-6) slightly silty sand. The
test results obtained, which are attached, indicated a soil permeability of 6.56 x 104, or
0.93 inches per hour. The current water table was not encountered within the upper 6 feet
of the soil profile at location 2.

The soils encountered at boring location 3 include approximately 2 to 2.5 feet of sandy
fill, underlain by clayey sand and silty to slightly silty sand. A seasonal high water table
was indicated by a predominant soil color of light brownish gray (I OYR-6-2) at a depth of
6 feet. A sample for permeability testing was obtained from a depth of 4 to 6 feet. The
sample collected was a yellowish brown (I OYR-5-6) slightly silty sand. The test results
obtained, which. are attached, indicated a soil permeability of 5.40 x 104, or 0.77 inches
per hour. The current water table was not encountered within the upper 6.5 feet of the
soil profile at location 3.
The soils encountered at boring location 4 include approximately 1 to 1.5 feet of sandy
fill, underlain by clayey sand. and silty sand. A seasonal high water table was indicated by
a predominant soil color of light brownish gray to gray (1 OYR-6-2 and IOYR76-1) at a
depth of 4 feet. A sample for permeability testing was obtained from a depth of 2 to 4
feet. The sample collected was a pale brown (I OYR-6-3) silty sand. The test results
obtained, which are attached, indicated a soil permeability of 7.92 x 10-5, or 0.11 inches
per hour. The current water table was encountered at a depth of 5.25 feet below the
existing site grade.
Ms. Caroline Copeland was informed of our observations and test results by electronic
correspondence on June 10, 2009.
RESPECTFULLY SUBMITTED
_TERRACON
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PERMEABILITY TEST REPORT
TEST DATA: SAMPLE DATA:
Specimen Height (cm): 10.17
Specimen Diameter (cm): 7.10
Dry Unit Weight (pcf): 102.3
Moisture Before Test (%): 9.1
Moisture After Test (9.): 22.4
Run Number: 1 •
Cell Pressure (psi): 44.5
Test Pressure(psi): 42.0
Back Pressure(psi): 40.0
Diff. Head (psi): 2.0
Flow Rate (cc/sec):3.96x 10--1
Perm. (cm/sec): 6.56 x 10--4
go
U
2
U
>
U
4
W
ZX
7
J
O
6
3
0
J
W 8
10
U
N
1 x 10--3
N
0 x f0-4
E
v
6 x 10--4
IL I x 10--4
Sample Identification: #2 at 3-5 ft
(short of 5 ft)
Visual Description: Brownish Yellow
Slightly Silty F-M Sand (tOYR-6-6)
Remarks: ASTM D 5084
2
44.5 Maximum Dry Density (pcf):
42.0 Optimum Moisture Content (%):
40.0
2.0 Percent Compoction:
3.50x io--I Permeometer type: Flexible Wall
5.81 x Io--4 Sample type: Remolded
TIME - t (sec)
0 25 50 75 100
0 5 10 15 20
AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm)
Project: Strip Center & Parking Facilities Project No.: 72091103
Location: Elizabeth City, NC File No.:
Dote: 6-8-2009 Lob No.:
Tested by: LW
., ,...__.. __PERMEABILITY .TEST_REPORT ......... ....... ..._...,.,_ .Checked -by BN­--
TERRACON CONSULTANTS INC. Test: CH - Constant head

PERMEABILITY TEST REPORT
TEST DATA: SAMPLE DATA:
Specimen Height (cm): 10.16 Sample Identification: #3 at 4-6 ft
Specimen Diameter (cm): 7.09 (short of 6 ft)
Dry Unit Weight (pcf): 103.2 Visual Description: Yellowish Brown
Moisture Before Test (7): 9.0 Slightly Silty F-M Sond.(10YR-5-6)
Moisture After Test (9.): 22.0 Remarks: ASTM D 5084
Run Number: 1 • 2 A
Cell Pressure (psi): 44.5 44.5 Maximum Dry Density (pcf):
Test Pressure(psi): 42.0 42.0 Optimum Moisture Content (7):
Bock Pressure(psi): 40.0 40.0
Diff. Head (psi): 2.02.0 Percent Compaction:
Flow Rote (cc/see):3.19 x 10^-1 3.24 x f0--1 Permeameter type: Flexible Wall
Perm. (cm/sec): 5.30x 10--4 5.40x 10^-4 Sample type: Remolded
TIME - t (sec)
O 25 50 75 100
0
V
2
U
a
4
W
M
D
.J
O
6
i
3
O
J
U_ e
n
10
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N
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6 x
10^-4
E
,
U
v
6 x
10--4
Y
4 x
10--4
}
H
J
Fi
in
2 x
10^-4
W
a:
W
o_
I x
10--4
0 5 70 15 20
AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm)
Project: Strip Center & Parking Foci Iities Project No.: 72091103
Locotion: Elizabeth City, NC File No.:
Date: 6-8-2009 Lob No.:
Tested by: LW
PERMEABILITY TEST REPORT . __ Checked -by: -B N
TERRACON CONSULTANTS, INC- Test: CH - Constant head

PERMEABILITY TEST REPORT
TEST DATA:
SAMPLE DATA:
Specimen
Height
(cm): 10.16
Sample Identification: #4 of 2-4 ft
Specimen
Diameter
(cm): 7.11
(short of 4 ft)
Dry Unit
Weight
(pcf): 106.4
Visual Description: Pale Brown Slightly
Moisture
Before
Test (%): 16.6
Silty F-M Sand (IOYR-6-3)
Moisture
After
Test (): 19.4
Remarks: ASTM D 5084
Run
Number:
1 • 2 s
Cell
Pressure (psi):
44.5
Test
P2essure(psi):
42.0
.
Back
Pressure(psi):
40.0
Diff.
Head (psi):
2.0
Flow
Rate (cc/9eC):4.74
x 10--2
Perm.
(cm/sec):
7.92 x 10--5
0
0 •
10
u
N'
I x
10--4
A
B x
10--5 .
E
u
B x
10--5
Y
4 x
10--5
}
H
H
J
m
2 x
10-5
Q
W
E
W
a
I x
10--5
0
50
Maximum Dry Density (pcf):
Optimum Moisture Content (%):
Percent Compaction:
Permeameter type: Flexible Wall
Sample type: Remolded
TIME - t (sec)
100 . 150
M
5 10 15 20
AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm)
IIProject: Strip Center & Parking Facilities
Location: Elizabeth City, NC
Date: 6-8-2009
II .,PERMEABILITY TEST REPORT
TERRACON CONSULTANTS, INC.
Project No.: 72091103
File No.:
Lob No.:
Tested by: LW
Checked --by: 'BN- - -
Test: CH - Constant head

150 US Hwy 158 E.
PO Box 339
Camden. NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
TANDEM, INC.
Eu?A9ETN.N TOWNSHIP
PA OT.KC Nl
NOPTH CNMl.
Drawing #:
090120 Topo Map
Drawn:
JHS
Date:
08-31-09
Sheet #:
1 OF 1

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Hydric RWIN by Map Unit- Pasquotacok County, North Carolina
Hydric Rating by Map Unit
Hydric Malting by Map Unit— Sunanary by Map Und — Pasquofank County, North Carolina
Map unit symbol Map unit nano Rating Acres in AOI Fervent of ACM
Ur ________J Urhan land Not Hydric I 0.9 100.0%
Totals for Area of krtwest 0.9 100.0%
USDA Natural Resources Web Soil Survey O13112009
Conservation Service National Cooperative Sail Survey Page 3 of 5

Hydric Rating by Map llnl-Pesqualarsc County, North Carolina
Description
This rating indicates the proportion of map units that meets the criteria for hydric
soils. Map units are composed of one or more map unit components or sal types,
each of which is rated as hydric soil or not hydric. Map units that are made up
dominantly of hydric soils may have small areas of minor nonhydric components in
the higher positions on the landforn, and map units that are made up dominantly
of nonhydric soils may have small areas of mirror hydric components in the lower
positions on the landform. Each map unit is designated as "all hydric," "partially
hydric; "Ynot hydric; or "unknown hydric,' depending on the rating of its respective
components.
"Al hydric' means that all components listed for a given map unit are rated as being
hydric, while "not hydric" means that all components are rated as not hydric.
"Partially hydric" means that at least one component of the map unit is rated as
hydric, and at least one component is rated as not hydric. "Unknown hydrie
indicates that at least one component is not rated so a definitive rating for the map
unit cannot be made.
Hydric soils are defined by the National Technical Committee for Hydric Soils
(NTCHS) as soils that formed under conditions of saturation, flooding, or ponding
long enough during the growing season to develop anaerobic conditions in the
upper part (Federal Register,1994). Under natural conditions, these soils are either
saturated or inundated long enough during the growing season to support the
growth and reproduction of hydrophytic vegetation.
The NTCHS definition identifies general soil properties that are associated with
wetness. In order to determine whether a specific soil is a hydric soil or nonhydric
soil, however, more specific information, such as information about the depth and
duration of the water table, is needed. Thus, criteria that identify those estimated
soil properties unique to hydric soils have been established (Federal Register,
2002). These criteria are used to identify map unit components that normally are
associated with wetlands. The criteria used are selected estimated soil properties
that are described in 'Soil Taxonomy" (Soil Survey Staff, 1999) and "Keys to Soil
Taxonomy" (Soil Survey Staff, 2006) and in the "Soil Survey Manual" (Soil Survey
Division Staff, 1993).
If soils are wet enough for a long enough period of time to be considered hydric,
they should exhibit certain properties that can be easily observed in the field. These
visible properties are indicators of hydric soils. The indicators used to make onsite
determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the
United States" (Hurt and Vasilas, 2006).
References:
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18.
Natural Resources Web Sol Survey w3trzm
Conservation Service National Cooperative Soil Survey Page 4 of 5

�r
Hyaric Rang w Map lNal-llasquotw* County. North Cana
Sol Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting sod surveys. 2nd edition. Natural Resources Conservation
Service. U.S. Department of Agriculture Handbook 436.
Sod Survey Staff. 2006. Keys to sod taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service.
Rating Options
Aggregation Method: Absence/Ptesence
De -break Rule: Lower
Natural Resources Web Soil Survey 81312009
Conservation Service National Cooperative Soil Survey Page 5 of 5

Filed In Pasquotank County,NC
m Nov 12 2006.a10a:75: 1a AM
by Ms Collie J. Summerour
Register of Deeds
Book 1036 Page 202
b.u.d N. 12 2008
ry M. Dnlli•J. summ-,.u,
bgirt.' of Dud. I0.1463
State
Ptynk
North Caarolina County
R.4 5. ex T..
Excise Tax:
Tax Lot No.
Verified by
by
County an the
EXPRESS
DEC 1:6 2009
IxsouorAmc comet
Deed nlanoer a 8 -1-57 9 KC DENR
Thirster mt ,2 900.0 51Z'6
6
Posquotank County ssecsor's 011ke
Recording Time, Book and Page:
Parcel Identifier No. 8913-06371575
day of
Mail after recording to: Trimpl & Nash, LLP, 200 N. Water Street k2-A, Elizabeth City, NC 27909
This instrument was prepared by: Thomas P. Nash, IV, Attorney at Law
Brief Description for Index: 1314 W. Ehringhaus Street
NORTH CAROLINA GENERAL WARRANTY DEED
This DEED, made this 10o day of November 2008 by and between
GRANTOR
Giles L. Newsome and wife,
Lucy D. Newsome
961 Normandy Drive
Suffolk, VA 23434
GRANTEE
Tandem,Inc.
P. O. Box 709
Elizabeth City, NC 27907
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of all of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the said Grantee in fee simple, all that
certain lot or parcel of land situated in the City of Elizabeth City, Elizabeth City Township, Pasquotank County, North
Carolina and more particularly described as follows:
That certain lot of land situated in Elizabeth City Township, Pasquolank County, and on the North side of Ehringhaus Street
Extended, sometimes called Rum Quarter Road being now the State Highway leading from Elizabeth City to Hertford, and
beginning at the Southeast comer of the land of, now or formerly, Lenom Hams on said road, being also the Southwest comer of
the lot of land formerly occupied by W.A. Jackson, formerly the lands of Joshua Davis, and thence running Westwardly along
said highway seventy (70) feet, thence running from said road Northwardly two hundred twenty nine (229) feet to a point which
is 67 feet from the Northwest comer of said Jackson lo4 thence running Eetwardly sixty seven (67) feet to said Northwest
comer of said Jackson lot, and thence running Southwardly along the line of said Jackson lot two hundred twenty nine (229) feet
to the place of beginning in the highway.
THERE IS EXCEPTED from the foregoing parcel that portion that was condemned by N.0 Department of Transportation for
widening Ehringhaus Street and any recorded utility easements,
The property hereinabove described was acquired by Grantor by instrument recorded in Deed Book 549, Page 987, in the
Pasquomnk County Public Registry.
A map showing the above described property is recorded in Map Book — Page in the Pwquotu& County Registry.

Book 1036 Page 203
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to Grantee in
fee simple.
And Grantor covenants with 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 Bee and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except the following exceptions or objections to title:
Easements, restrictions, rights of way of record, public service utility easements, if any and 2008 Ad Valorem Taxes.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
/Jr� ;f, �/ mL l--- (SEAL)
Giles L Newsome
,(Y-. SEAL)
Lucy D. Nolsome
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
1, Mary Lou Kauaihilo, a Notary Public of the County and State aforesaid, certify that Giles L. Newsome and
Lucy D. Newsome personally came before me this day and acknowledged the due execution ofthe foregoing
instrument for the purposes therein expressed.
Witness m hand and official seal, this the
'-/j'�y � � day of November, 2008.
No Public Lou Kauaihilo"Qy LOU 1( .4 �"—
ary P: y
My Commission Expires: May 01, 2011 ` ; NOTARY
PUBLIC
e,N'.

Book `311 Peee445
NORTH CAROLINA
PASQUOTANK COUNTY
THIS DEED, made this the 8t1i day of March', 1976, by JOSEPH
H. TOWE, SR. and wife, IRENE P. TOWE, and JOSEPH H. TOWE,'JR. and
'wife, ANNE L. TOWE, Parties of the First Part, toTANDEM, INC.,
810 West Ehringhaus Street, Elizabeth City, N. C.: 27909, Party
of the Second Part; -
WITNE.SS,ETH:
That said Parties of.the First Part, for and in consideration
of TEN DOLLARS ($10.00), and other valuable considerations, .to
them paid by the Party of the Second Part, receipt of which is
hereby acknowledged, have bargained and sold, and by these present:
do. bargain,'sell, give, grant and convey unto the said Party of
,the Second Part, its successors and assigns, that certain lot or
parcel of land in Elizabeth City Township, Pasquotahk County,
North Carolina, described is follows, viz:
Beginning -at a point, said point being presently
designated by an. iron pin and located on the Northern
right-of-way of Ehringhaus Street at the Southwest
corner of the Pic 'N Pay Store Property; thence con-
tinuing along the Northern right-of-way of-Ehringhaus
Street, South 77°'17'.32" West 101.18 feet:to a point,
said point being located on the Northern right-of-way
of Ehringhaus Street; thence North 14° 06' 39" 213.04
feet to a point, said point-bef.ng presently designated
by an -iron pin; -thence South 77' 30' 59" West 67 feet
to a point; thence North 139 25' 41 feet to a point,
said point being presently designated by an iron pin
and being the Northeast'corner.of McDonald's Corporation
'Property; thence South 77° )9' 00" West 131.75 feet to a
point, said point being located on the Eastern right-of-
way of McArthur Street',.said poing being presently
designated by an iron pin; thence North 21* 46, ov West
30 feet along the Eaetern right-of-way of McArthur Street
to a point',said point -being �resently designated by,an
iron pin; thence North 77° 19 00" East 257.52 feet to'
a point, said point being located at the Northwest corner
of the Pic 'N Pay StoreProperty; thence continuing
along the Western boundary of the Pic 'N Pay Store Prop,
arty South.22° 19' 38"; East 285.23 feet to 'a point, being_
the said point of beginning. Reference is.made to that

ooK 371. PACE416' 1
certain Plat entitled "PLAT OF A PARCEL OF LAND
CONTAINING 0.725 ACRES, NOW OR "FORMERLY BELONGING TO.
JOSEPH H,.TOWE, SR. AND JOSEPH'H. TOWS, JR., LOCATED
SIN THE TOWN OF ELIZABETH CITY, PASQUOTANK COUNTY, NORTH
CAROLINA", said plat being prepared by Quible &
Associates, and dated February 5, 1976, a copy of which
is attached hereto and the same is incorporated herein
by reference.
Reference is made to Deed, dated February 8, 1973, and
recorded in Deed Book 341, page 121, of the Pasquotank
County Public Registry.
TO HAVE AND TO HOLD the aforesaid land, together with all
privileges and appurtenances thereto appertaining, unto the said
Party of the:Second Part, its successors and assigns, in fee
simple.
Said Parties of the First Part covenant to and with.the
Party of the Second Part, its successors and assigns, that they
are seized of -said land in fee, and have the right to so convey
the same in fee simple; that the said land is free and clear of
all encumbrances; and that they do hereby warrant and will forever
defend the title to the same against the lawful claims of all
persons whomsoever.
,IN WITNESS WHEREOF, the said Parties of the First Part have
hereunto settheir hands and seals, the day and.year first above
written,
lAW Of, ICE$
'l, HALL, MYIIIN
• 'RUMS[Y
E. M.1. $11.0
"El ClV, N. C.
C,
v�. e' , (SEAL)
(� joaeph ft. Tows, Sr.
(SEAL)
(n� Irene P. Tows /
1l� / (SEAL)
(SEAL)
Anne owe
-2-

North Carolina Secretary of State
I
Page 1 of I
�'�-�''•, North Carolina
DEPARTMENT or my
Elaine F. Marshall
r
Secretary SECRETARY OF -STATE
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Gnporaturn 1997
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Secleml j ei state See IMP
FI imoble � a9c
Date: 11 n2120O9
Out,, bate W.
View Document Filings I Sion Up for E-Notifications I
o IPrinl gore -populated Annual Report Farm I Annual Report Count I File an Annual Repad I
Corporation Names
Name
NC Tandem, Inc.
Business Corporation Information
SOSO
Status:
D:de Folulud:
Citizenship:
State of inc.'.
Duration:
Registered Agent
Agent llama:
Reyislerad Olfico Addrnss:
RagisteUA Mailing Addrnss:
Principal Olficc Add,esr
Principal Mailing Addrc;S:
Stock
class
tnnlMON
Name Type
gal
014417b
Canrnl-AtInv
10, I0, 1911
D(IaleSnf.
NC
euR,ctuhl
Taylor. Bill M
202 W Main SI
PO Bn. '709
Flizabalh Cry NC 27907-p709
202 ',N Main S:
PO Da, ?fir'
Ellzabcdl Clly NC 21907--G104
202 WoM Main Same!
clirnbmh Clh' NC 270011
202 Vlu:A %tarn S9a:1
Elimholb Cl, NC 27900
Shams NO Par Vzlup
AM)
Pa, Valuu
tO0
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4639357 11/22/2009

i
CD-479 (39)
1 10-28-08
p
Business Corporation North Carolina Annu
This report maybe filed online at the Secretary of State website: www.tosnc.com
SOSID:0144775
Date Filed: 4/3/2009 4:23:00 PM
Elaine F. Marshall
North Carolina Secretary of State
2009 114 00728
Name of Business Corporation: TANDEM INC
Fiscal Year Ending: 12-31-08
State of Incorporation: N.C.
aA y Day r Year
Secretary of State ID Number. 7 0 —117 9
Q I hereby certity that the Information requested below (required by NCGS 55-16-22) has not changed since the most recently filed annual report and is
therefore complete.
Nature of Business:
RETAIL
Registered Agent
Registered Office Mailing Address:
County. City.
State: ZIP Coda:
Registered Office Street Address:
County. City.
State: ZIP Code:
Signature of New Registered Agent
(S�peWre Constitutaa oon.enllo the appointment)
Principal Office Telephone Number.
[phone]
Pi incipal Office Mailing Address:
202 W. MAIN STREET
city. State: ZIP Code:
ELIZABETH CITY, NC 27909
Principal Office Street Address:
202 W. MAIN STREET
City. State: ZIP Code:
ELIZABETH CITY, NC 27909
ame,.Title and_ Business Address of Principal Officers:
Name: Title:
BILL M. TAYLOR PRESIDENT
Address: 201 COUNTRY CLUB DRIVE
City- State: ZIP:
Name: Title:
Address:
City. State: ZIP:
Name: Title:
Address:
city, State: ZIP:
t:emucauon or annual report (Must be completed by all Business Corporations).
$69511 11-21-M TYpa w Pont Nam.
3 3 e
re
PRESIDENT _
nee

McDonald's USA, LLC
%3RUWA Baltimore Washington Region
6903 Rockledge Drive, Suite noo
a� Bethesda, Maryland 20817
Direct Dial: 2401497-3624 Fac: 2401497-3826
McDonald's USA E-mail address: [e-mail]
us.nrcd.com
December 9, 2009
To Whom It May Concern:
As the current owner of the property adjacent to the Tandem, Inc. site at 1314 Ehringhaus
Street, Elizabeth City, NC, I hereby grant permission to Tandem, Inc. to apply for Permits and
to perform land disturbing activities on my property as shown in the plan titled "Grading and
Erosion Control" dated 8/07/09, revision #1 dated 12/03/09. The work on our property is to be
limited to minor grading and stabilization work within 5 feet parallel to our Eastern property line.
Tandem, Inc. is responsible for any and all damage that occurs as a result of their activities and
all work must be completed to McDonald's USA, LLC's satisfaction.
ee.*OA.er's signature
David M1leiss, Development Director
McDbnalds USA, LLC
..1,,,,,,,;,6903 Rockledge Drive, Suite 1100
Bethesda, MD 20817
240-497-3624
(NOTARY) I, .IUZ~ as a notary public certify
un er the pains and penalties of perjury that I witnessed the signature of
and the individual's identity was verified, on this
date a e X 200 . My c mmission expires on

For DENR Use ONLY
Reviewer:
�,F��A North Carolina Department of Environment and Submit.�r, ,,-„
�•1 Natural Resources -"�"$"`
NCDENR Request for Express Permit Review Time:
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(gncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(g ncdenr.gov
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.gropanfiaricdenr.gov
• Washington Region -Lyn Hardison 252-946.9215 or lvn.hardisoncarIcdenr.gov
• Wilmington Region -Janet Russell 910.350.2004orjanet.russell(aincdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Project Name: TANDEM, INC County: PASOUOTANK
�qtl
E9900
Applicant: BILL M. TAYLOR. Company: TANDEM, INC.
�t1a��
Address: 202 WEST MAIN STREET City: ELIZABETH CITY, State: NC Zip: 27909-_
DEC 36 2009
Phone: [phone], Fax: 252-_ Email: _@
Physical Location:1314 EHRINGHAUS STREET ELIZABETH CITY
�g�a p��p�r�
Project Drains into KNOBBS CREEK waters — Water classification C SW (for classification see-http://h2o.enr.staYegii�91611�tMpglts/reportsWB.html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORIN waters? N , within '/2 mile and draining to class SA waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: KIM HAMBY Company: HYMAN & ROBEY
Address: PO BOX 339 City: CAMDEN, State: NC Zip: 27921
Phone: [phone], Fax: [phone], Email: @_
SECTION ONE: REQUESTING A SCORING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance JyU--f 09 I /
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 01 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts El Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 2 acres to be disturbed.(CK #JL�z� (for DENR use)) f6 (3e,)
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
—For DENR use only
Fees lit for multiple ermits: Check# Total Fee Amount E ov
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (N HD, ❑ LD, ❑ Gen)
$ So0
401:
$
LQS
$ 15C)o
Stream Deter—
$
NCDENR EXPRESS March 2009

INFILTRATION BASIN - REQUIRED STORAGE VOLUME
RUNOFF CALCULATIONS
Tandem
10 Yr, 24 Hr Stoml
DETENTION POND
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
BASIN BOTTOM ELEVATION:
VOLUME OF 1.5" RAINFALL
0.79 ACRES
0.70 %
9 FT
AREA OF ROOFS:
0.174 AC
AREA OF PARKING/CONCRETE:
0.378 AC
AREA OF GREEN AREAS:
0.238 AC
VOLUME OF RUNOFF
3161.912 CF
Hyman and Robey, PC
P. O. Box 339
Camden, NC 27921
(252)-335-1888
11/15/09
Page 1
[ ' twit
DEC I 2009
NC ®ENR
VOL (CF)=0(ROOF'1.0)+(PARKING'.95)+(GRASS'0.2)]'43,560/12)'L5 V
18560

POND VOLUME CALCULATIONS
FOR
J:IHyman & Robey '091090120 - Tandem, InckExce11090120 infiltration volume calcs - 2 basins.xls
BASIN VOLUME CALCULATIONS - BASIN 91
ELEVATION
AREA VOLUME
BASIN BOTTOM ELEVATION
STORAGE ELEVATION
9.00
753.66
10.00
1,454.52
11.00
2, 312.46
11.25
2,551.49
BASIN VOLUME CALCULATIONS - BASIN #2
ELEVATION
1104.09
2987.58 CIF
3595.5738 CIF
AREA VOLUME
BASIN BOTTOM ELEVATION
STORAGE ELEVATION
10.00
171.11
11.00
446.49
12.00
822.41
308.8 CIF
943.25 CIF
TOTAL STORAGE VOLUME BOTH PONDS 4538.8238 CIF
1 F!!•-G _
• •'•�'GnJErP•' •
sFAry C. StOBF�`��:
�rrr lnnn;r+t"°�
11 /16/2009 4:31 PM PAGE 1 OF 1

Project Name: Tandem, Inc
Project Number: 090120
1 Year Storm Calculation
Pre Development
Building
Area (SF)
On -site Ex Building 1431:
Total Building 1431
On -site Ex.Steets d
On -site Ex. Gravel 77631
On -site Ex. Sidewalk 01
Other Ex. on -site 0
Off -site 0:
Total Pavement et al. 7763
Total Impervious Area 9194
Green Area 32992
Total Drainage Area 421861 or 0.97 AC
Calculation for Ration'C' Post Development
Rational C as calculated by the following equation:
(1.0 ' building area + 0.90 ` impervious (non -building) area + 0.20 ' green area) / total drainage area
Cw = 0.36
Rainfall intensity for 1-yr 24hr storm 3.4 in/hr
Q=CIA
Q = 1.19 cis for 1-yr/24hr storm event
Sera
13&SU
sFq� C. aQo```
//14/11 i t I 1 W10\\

EXPRESS
CIA
1..6 2009
L
NC ®ENR
Li
k1
Node4 Node? CIB
Node3
k8
U
Li 2,2
ode11
Pal q—:
4Li
VoeNode9 1 Node5
Link13
P11t2
Node13
Node10
LinkNodeM
f
Junction
1 1e55o =
�e4t IC 1Io8(c-k
Scale 1 : 942.94

e.
c
0
CO
a)
W
C
It
0
U)
�0
0
LL
Oul
N
Conduit div 1 from Node 10 to Node 14
[Max Flow = 0.0037][Max Velocity = 0.50]
vww�arn..■i
Upstream Elevation Downstream Elevation
rJ J J J J
Flow Velocity
10 yr re5Lj f,5
0.5018
0.5016
0.5014
0.5012
m
0
0.5010
Z-
0.5008
11.,
11
0.5002
1 Sun 3AM 6AM 9AM 12PM 3PM 6PM 9PM 2 Mon
Jan 1995 Time

Conduit div 2 from Node 12 to Node 13
[Max Flow = 0.0162][Max Velocity = 0.51]
err■rr..�i
Upstream Elevation Downstream Elevation
J J J J
Flow Velocity
(0 yr resu.l+�
O I :.
0.507
0.506
0.505 m
0
0
0.504
En
0.503
0.502
0.501
1 Sun 3AM 6AM 9AM 12PM 3PM 6PM 9PM 2 Mon
Jan 1995 Time

11
11
10.1
a
Node - Node 11 10 y r read b
[Max Stage = 11.7161
1 Sun 3AM 6AM 9AM 12PM 3PM 6PM 9PM 2 Mon
Jan 1995 Time

Node - Node9
[Max Stage = 12.292]
10 yr rc5LOis
12.0
11.5
11.0
10.5
10.0
1 Sun 3AM 6AM 9AM 12PM 3PM 6PM 9PM 2 Mon
Jan 1995 Time

Conduit Link? from Nodes to Junction l b yr resu.l is
[Max Flow = 2.7428][Max Velocity = 4.06]
�i
Upstream Elevation Downstream Elevation
Flow Velocity
0.0
1 Sun 3AM
Jan1995
.N
3.5
3.0
2.5 m
0
n
2.0
Ec
Cn
1.5
1.0
0.5
0.0
9PM 2 Mon
6AM 9AM 12PM 3PM 6PM
Time

Conduit Link? from Nodes to Junction yr 29- hr
[Max Flow = 0.6499][Max Velocity = 2.53] df 6Qho y,
Upstream Elevation Downstream Elevation
JJ�JJ
Flow Velocity
2.5
2.0
1.0
0.5
M
Jan 1995 Time

090120 - Tandem
Volumes of Retention Areas - Basin 1
Modeled Lake Base
length width elev.
50.00 15.07 9.00
Volume
3,517.96 Base Area = 754
Measured Volume on CADD
bottom 753.66 SF
top 2,551.49 SF
Rise 2.25 FT
Volume 3,518.89 CF
Volumes of Retention Areas - Basin 2
Modeled Lake Base
length width elev.
21.00 8.1.5 10.00
Volume
912.80 Base Area = 171
Measured Volume on CADD
bottom "1.71.11. SF
top 82.2.41 SF
Rise 2.00 FT
Volume 912.43 CF
Side Slopes 2.84
Top
length width elev.
62.78 40.63 11..25
Side Slopes 2.36
Top
length width elev.
30.44 27.03 12.00