SW7110718_HISTORICAL FILE_20210204 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW ZWZt
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEav�(�P
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
EnWronmental Quality
February 4, 2021
Virginia Electric and Power/DBA Dominion
707 East Main Street
Richmond. VA 23219
Subject:
Dear Sir:
Stormwater Permit Renewal
Stormwater Management Permit SW7110718
Dominion — Elizabeth City, NC Yard Expansion
Pasquotank County
!)0 rl"o
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7110718 for a stormwater treatment system consisting of an
infiltration basin and a dry detention basin serving the Dominion Elizabeth City Yard
Expansion located at 1707 W. Ehringhaus Street, Elizabeth City, NC expires on
September 9, 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://deg nc gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/stormwater-program/post-construction. 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 form. You can request a copy by e-mailing me at roger. thorpe(a)ncdenr.gov.
Sincerely,
^V44�'
Roger K. Thorpe
Environmental Engineer
�FQNorth Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
� Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

Volumetric Runoff Calculations a
Simple Method
���
u. .
JUL 25 2011
Project Name: DOMINION - ELIZABETH CITY YARD EXPANSION l)VVt� VJAR0
Project Area Description - DRAINAGE AREA #
Basin Information
2
T -
existing
0
0
0
0
0
0
0
0
existing (to
remain)
0
0
0
0
0
0
0
0
proposed
(additional)
4,800
0
66,228
0
0
0
0
71,028
Receiving Stream Name
Receiving Stream Class & Index Number
SA, HWO
Drainage Area
SF
Existing Impervious Area
0 SF
Proposed Impervious Area
71,028 SF
% Impervious Area (total)
86.5%
Impervious Surface Area
On -site Buildings or Lot BUA
4,800 SF
On -site Streets
0 SF
On -site Parking
66,228 SF
On -site Sidewalks
0 SF
Other on -site
0 SF
Future
0 SF
Off -site
0 SF
Total:
71,028 SF
Runoff Calculations (Simple Method)
NCDENR
25yr/24hr (pre)
25yr/24hr (post)
Design Runoff (in)
1.5
7.08
7.08
Total Area (so
82,093
✓
82,093
82,093
Coverage
86.5%
✓/
0.0%
86.5%
R(v)
0.829
✓
0.050
0.829
Rainfall Volume
8,504
✓
2,422
40,138
1.68 (cfs)
27.87 Ws)
NCDENR 1.5" : 8,504 v

STORMWATER MANAGEMENT CALCULATIONS - INFILTRATION BASIN DESIGN
Project
Drainage Area
Infiltration Basin
Infiltration Basin Information
Storage Elevation:
Bottom of basin:
ESHWT Elev.:
Permeability:
Available Storage Volume:
Required NCDENR Volume
Dominion - Elizabeth City Yard Expansion By: mjm
1 Date : 07/20/11
elevation
area
(msl)
(sf)
7.0
8,904
5.9
7,738
3.9 (msl)
0.57 (in/hr)
9,153 (cf)
8,504 (cf)
NCDENR Drawdown Calculations
Average Hydraulic Gradient: 1.3 (ft/ft)
Drawdown Rate: 0.140 (cfs)
NCDENR Drawdown Time: 0.76 Days
1
RECERIVED
JUL 25 2011
0W Q'L WAR0
Prepared by Albemarle and Associates, Ltd.

r ��.,::;-.aVF=P
JUL 252011 Peak Runoff Calculations
Project Nalme.: "DOMINION - ELIZABETH CITY YARD
Drainage Area =
Postdevelopment
Impervious Area
On -site Buildings or Lot BUA
On -site Streets
On -site Parking
On -site Sidewalks/Concrete
Other on -site
Pervious Area
Remaining
(ac)
Lo
J.
excluding storage devices)
Area "C" C'A
(ac)
0.11
1.00
0.11
0.00
0.95
0.00
1.52
0.95
1.44
0.00
0.95
0.00
0.00
0.95
0.00
0.25 0.30
Total: 1.88
Design Event :
year
hour depth
1
24 3.06
Weighted Runoff Coefficient:
0.87
Average Intensity:
0.128
(in/hr)
stdeveloped Peak Discharge:
0.208
(cfs - into BMP)
Predevelopment Runoff Rate (excluding storage devices)
Area
"C" C'A
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.00
1.00
0.00
On -site Streets
0.00
0.95
0.00
On -site Parking
0.00
0.95
0.00
On -site Sidewalks/Concrete
0.00
0.95
0.00
Other on -site
0.00
0.95
0.00
Pervious Area
Remaining
1.88
0.30
0.57
Total: 1.88
0.57
Design Event :
year
1
Weighted Runoff Coefficient:
0.30
Average Intensity:
0.128
levelooed Peak Discharae :
0.072
Postdeveloped Peak Discharge: 0.112
hour depth
24 3.06
(in/hr)
(cfs - see calculations from BMP)

�- rl Ibema e
& ASSOCIATES, LTD.
FFECEP LD
JULy 25 2011
Dominion — Elizabeth City Yard Expansion
Soil Report
prepared for
Virginia Electric and Power
July 19, 2011
Dominion (under Virginia Electric and Power) maintains a service facility located at 1707 West
Ehringhaus Street in Elizabeth City, North Carolina. The original 2.28 acre facility provides office
space, maintenance areas and storage space for the power company. Dominion recently
purchased a 3.16 acre parcel located adjacent to and behind the existing facility. The parcel is
partially wooded / partially cleared and contains wetlands along the west side (adjacent to the
nearby creek). Portions of the site may have been previously filled. Elevations on the site range
from 3 to 11 feet above msl. The Soil Survey for Pasquotank County has mapped the soils to
consist of Munden (MuA), Chowan (CwA) as well as Urban (Ur).
Albemarle & Associates performed soils investigations on April 201" and June 151, 2011. The
borings were performed within the area of the stormwater bmp, which the NRCS soil survey had
mapped as Munden soils. These borings indicated some concurrence with the Munden soils
types, with the subsurface consisting generally of a mix of sand and loamy material. However,
some irregularities were encountered as clay and organics were observed at certain locations. It
is possible that fill had been previously placed in the area, as it has been cleared, somewhat
elevated and is adjacent to "Urban" mapped soils.
Additional insight was gained by observing the adjacent pond serving the Lowe's facility. Design
plans were obtained for the pond, which indicated the bottom of the pond to be at an elevation of
4' above msl. At the time of investigations as well as previous observations, there was basically
no water level observed within the pond. These observations provide additional confirmation that
the water level remains below the 4' elevation. The presence of the adjacent Lowe's pond to the �-
south, proposed dry basin (at a lower elevation than the infiltration basin) to the north, and general
downward grading to the west will also assist in maintaining a lower water table.
Infiltration Basin:
An infiltration basin has been selected for this site based upon the existing soils and grades,
contributing drainage area and land use. The NRCS soil survey documents typical permeability
rates ranging from 0.57 to 5.95 in/hr. The most conservative permeability rate (0.57 in/hr) is
utilized in analysis for the basin. The plans also direct to the contractor to conduct test
excavations within the basin to check for the presences of clay layers, which are not typically
found in Munden soils but have been observed in isolated locations within the soil borings. A copy
of the USDA Web Soil Survey for the site and soils boring report are attached.
Land Planning — Engineering— Surveying— Environmental — Construction Management
117C North Water Street, Elizabeth City, North Carolina 27909
North Carolina License No. C-1027
Phone: [phone] w AlbemarieAssociatesxom Fax.: [phone]

Dominion - Elizabeth City Yard Expansion
Soil Boring Log
Soil Borinqs
depthrB-
B-2
B-3
B-4
0" to 6"
Topsoil
Topsoil
Topsoil
Tan Sandy
Grey &Tan
6" to 24"
y
Grey Fill Sand
Loam
Sandy Loam
Grey Sandy
Tan Sand (trace
24" to 36"
Grey Fill Sand
Tan Fine Sand
Loam
mottling)
Grey Loamy
Tan Sandy
36" to 48"
Tan Fine
Grey Fine
Sand (some
Loam (moist,
Sandy Loam
Sandy Loam
organics)
some clay @
42„
Grey Fine
Grey Loamy
Tan Clay &
Light Tan
Sandy Loam,
Sand, heavy
Sand w/ Heavy
48" to 60"
Fine Sand
some organic,
organics, and
Mottling (SHWT
and moisture at
moisture at 48,.
@ 48")
60" SH
SH
Depth to
> 60
60
48
48
ESHWT
Depth to Water
> 60
> 60
> 60
> 60
Table
Depth to
< 4.1
1.8
3.5
5.4
ESHWT
Depth to EWT
< 4.1
< 1.8
< 2.5
< 4.4
Approx. Elev.
9.1
6.8
7.5
9.4
At Ex. Grade

.9 V L Az
SS AL.9L
AV.>L.9L o 0
N �
C N
� LT
iD N
a
ry
MMS
99 .VL .9t
z
8

Soil Map—Pasquotank County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
Very Stony Spot
Map Scale: 1:1,070 if printed on A size (8.5" x 11") sheet.
v ;
Area of Interest (AD])
Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils
� Other
Please rely on the bar scale on each map sheet for accurate map
Soil Map Units
measurements.
Special Line Features
Special
Point Features
_ Gully
Source of Map: Natural Resources Conservation Service
Blowout
Web Soil Survey URL. http:/twebsoilsuNey.nres.usda.gov
Snort Steep Slope
Coordinate System. UTM Zone 18N NAD83
®
Borrow Pit
.. Other
This product is generated from the USDA-NRCS certified data as of
X
Clay Spot
Political Features
the version date(s) listed below.
♦
Closed Depression
i Cities
Soil Survey Area: Pasquotank County, North Carolina
?C
Gravel Pit
Water Features
Survey Area Data: Version 11. Oct 3. 2008
,.
Gravely Spot
Oceans
Date(s) aerial images were photographed. 8/15/2006
g
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
n
Lava Flow
Transportation
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
Marsh or swamp
.i Rails
of map unit boundaries may be evident.
g
Mine or Quarry
+y.^ Interstate Highways
oD
Miscellaneous Water
- .- US Routes
ap
Perennial Water
Major Roads
Rock Outcrop
N Local Roads
+
Saline Spot
Sandy Spot
Severely Eroded Spot
p
Sinkhole
I>
Slide or Slip
to
Sor is Spot
a
Spoil Area
0
Stony Spot
ISDA Natural Resources Web Soil Survey 6/1412011
is" Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Pasquotank County, North Carolina
Map Unit Legend
Pasquotank County, North Carolina (NC139)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CwA
Chowan sill loam, 0 to 2 percent slopes,
frequently flooded
0.2
8.6%
MuA
Munden fine sandy loam, 0 to 2 percent slopes
1.2
44.6%
Ur
Urban land
1.3
46.7%
Totals for Area of Interest
2.7
100.0%
USDA Natural Resources Web Soil Survey 6/14/2011
am Conservation Service National Cooperative Soil Survey Page 3 of 3

lb'emarle
+L�9'`��
JUL 252011
& ASSOCIATES, LTD. A S�Of-A
ti ,evy
Dominion Power Site Expansion
Stormwater Management Narrative
prepared for
Dominion Power
June 30, 2011
Existing Conditions: Dominion Power maintains a service facility located at 1707
West Ehringhaus Street in Elizabeth City, North Carolina. The original 2.28 acre
facility provides office space, maintenance areas and storage space for the power
company. Runoff from the portions of the site appear to be conveyed into the US-17
drainage system, while the majority of the reminder of the site is directed to the
perimeter of the site and eventually reaches the "East Branch of Knobbs Creek
Tributary" the via overland flow through a wooded rea separating the site from the
creek. Dominion Power recently purchased a 3.16 acre parcel located adjacent to
and behind the existing facility. The parcel is pa' r ially wooded / partially cleared and
contains wetlands along the west side (adjacent to the nearby creek). Portions of the
site may have been previously filled. Elevations on the site range from 3 to 11 feet
above msl. The new portion of the property drains via sheet flow towards the
tributary as well. The Soil Survey for Pasquotank County has mapped the soils to
consist of Munden (Mulk), Chowan (CwA) as well as Urban (Ur). The project is not
within 575' feet of ORW classified waters, or within '/z mile of those classified as SA.
Proposed Development: Dominion Power intends to develop the new portion of the
site in order to provide additional outdoor storage areas. Plans also include an
indoor storage/office building that may be constructed if funding is available. The site
will be accessed through the rear of the existing facility. A new stormwater infiltration
basin will be constructed in order to comply with NCDENR regulations for water
quality as well as assisting with Elizabeth City regulations addressing stormwater
quantity control. Runoff in excess of the infiltration basin capacity will be directed
into a dry detention basin to conform with Elizabeth City regulations.
NCDENR Permitting Compliance: Coverage on the new portion of the site is
51.2%, thereby classifying the project as a "high density" development within the 20
coastal counties. Runoff from impervious surfaces on this facility with be directed
into a closed drainage system collection runoff from the building and paved areas.
The system will convey runoff to an infiltration basin that will provide infiltration of the
first flush created by 1 ''/z° of rainfall. The infiltration basin has been selected for this
site due to the nature of the soils (generally silty sand) and relatively higher grades
that will allow a two -foot separation to the estimated seasonal high water table. The
dry basin is also compatible with the drainage area size, topographical
characteristics and facility operations. The basin has been sized to conform to the
North Carolina Division of Environment and Natural Resources Division of Water
Quality "Best Management Practices Manual". A bypass is provided that will allow
Land Planning — Engineering — Surveying — Environmental — Construction Management
117C North Water Street, Elizabeth City, North Carolina 27909
North Carolina License No. C-1027
Phone: [phone] w AlbemarleAssociates.com Fax: [phone]

• Dominion Power Expansion
Stormwater Management Narrative
June 30, 2011
Page 2 of 3
runoff in excess of 1 Yi' of rainfall to be diverted to a dry detention basin that will also
provide the required vegetative filter for bypassed runoff.
Compliance with City of Elizabeth City Standards: Elizabeth City requires the post
development runoff discharge rate for a 2, 10 & 25 year — 24 hour event (7.09") from
this site to be equal to or less than that estimated for the predevelopment conditions.
In order to provide additional storage volume to provide additional peak runoff
control, runoff in excess of the NCDENR requirements is diverted into a new dry
detention basin. The basin provides control of the release rate by means of a
concrete outlet control structure with two orifices, including a 6" 0 at bottom the
elevation of 4.5 as well as an 8" 0 at the elevation of 5.5. The control structure also
provides an overflow through weir the rim elevation of 7.0.
Hydrologic modeling was prepared using the "Hydraflow Hydrographs", allowing
hydrographs to be generated estimating the peak runoff rates, runoff volume for
predeveloped and postdeveloped conditions and pond routing. Using the NRCS
Technical Release — 55 methodology, this modeling allows for site specific
conditions such as soil types, historical runoff rates and flow patterns to be
considered. The model provided includes several hydrographs documenting
estimated runoff from drainage patterns and accounting for routing through
stormwater BMPS. The hydrgraph descriptions are as follows:
Pre -developed
Hydrograph #1: Pre -development runoff (3.16 acres in rear)
Post -developed
Hydrograph #3: Post -development runoff (2.58 acres from developed area in rear)
Discharge into infiltration basin
Hydrograph #4: Release from infiltration basin - discharge into dry basin
Hydrograph #5: Release from dry basin
Hydrograph #6: Post -development runoff (0.58 acres from undeveloped area in rear)
Hydrograph #7: Combination of hydrograph #6 & #7
Discharge from project area
A summary table of these hydrographs as well as the hydrographs are attached to
this report.

N
l
0,.1J N
''
17'30'

E300
*34587
K 11(3)
This document presented and filed.
01252011 09:10S3 pM
JOYCE W. PRRCHARD�Ptank�Lty . NC
Excise Tax. $641.00
Euiw Tax: $641.00
ppS000TANK jCOU]NTY
peed number �11.{V
T1a11s,e ,ax: no
5quotank county Ai5e55g1'S 0ill�e
NORTH CAROLINA GENERAL WARRANTY DEED
Muff/Box to:.MeCeMlish Holton PC. P.O. Box 796, Richmond, VA 23219% Attn: Peter Henderer
This fiemaawwan prepared by. G. Elvin Small, III, Attomey
prid forthe Iodex: 238 AC. OFF EHRINGHAUS STREET, ELIZABETH CITY
THIS DEED made this 30,th day of December . 201p by ud bctw=
ROBERT C JORDAN ar
LOUISE P. JORDAN
98 Small Drive
Elimboth City, NC 27909
"r rto
VIRGINIA ELECTRIC AND POWER COMPANY,
A Virginia Public Service Corporation doing
business in North Carolina as Dominion North
Carolina Powcv, , Fighth And Main Building,
12 FIcoF 707 East Main Street
Richmond, VA 23219
The demptb=Grw*m aldGaanaee u medbetem shalt=bdesmdpmbm &mbeus, mmemms, sad maigos, and iha0 mcbde
smpl- plant, mumliae, fe®iae or muter as required by mttlacI
WITNESSETH, that thefhauiw, fora vabubk consideration Paid by the Oradea, do mcciptof which sherebyacmowledged,bas
and by dzuproents does grail, barypm, sell and cowmyumo the Grantee at fee simple, all tho outamlot orpnoelaflaodaiomed
mthe Cityof F3imbelh City I Elizabeth City Towmhip, Pasguotank C utty.NamOamlmemd
mme pattiaduly desatbcd as follows:
See Attached Exhibit A for description.
The property beremabove deambcd was w4wred by Grantor by imtrameo1 recorded in Book 819 par 808
A map showing the above described property is recorded m Plat Book page
NC Bar Association Form No. 1.3 ® 1976, Revised O 1977, 2002
Printed by Agrvemeent with the NC Bar Association —1981 SofkPro Coaporstim, 333 E. Su Forb Rd, Raleigh, NC 27609
JUL 2b 20,E
QVVfA'-VVA'R0

C5m I IU3 VU 4Ua L)ul. U400f
EXHIBIT A
Commencing at NCGS Monument "Passport", thence along a tie line South 708'13" East for 850.06 feet to a
24nch iron pipe located at the Southern right-of-way of Etringhaus Street (U.S. Highway 17 Business, 92'
right-of-way) to the Northwestern property comer of the Virginia Electric & Power Company (VEPCO) property;
thence South 31'02'09" East for 283.93 feet to a 1-inch iron pipe located at the southwestern comer of the
VEPCO property; thence South 30'59'58" East for 153.93 feet to a point located at the southwestern corner of
Parcel 1-A dolly Square, which parcel is shown on Map Book 15, Page 34 in the Pasquotatk County Register
of Deeds, and is the POINT OF BEGINNING; thence along a fence line North 55'05'38" East for 389.01 feet to
a 12 inch iron rod marking a common comer of Parcel 1-A and the property belonging to Lowes Home Centers,
Inc.; thence South 31'09'06" East for 289.25 feet to a PK Nail marking the southeastern comer of Parcel 1-B
being here described; thence with a fence line South 58'5249" West for 315.55 feet to a 314 inch iron pipe at
the southwest corner of Parcel 1-B; thence North 68'24'58" West for 120.80 feet to a 314 inch iron pipe; thence
North 30"58'35" West 167.46 feet to the POINT OF BEGINNING. Said property contains 2.38 Acres.
And being that same tract or parcel of land shown and delineated as 2.38 Acres, and referred to as "PARCEL
1-B"on that certain map or plat entitled in part "RECOMBINATION PLAT FOR DOMINION POWER," dated
December 21, 2010, by Albemarle & Associates, LTD, which map of plat is recorded in Map Book S3 at
page 36 . Pasquotank County Public Registry, and is by reference incorporated herein and made a part
of this instrument for a more complete description of the lards hereby conveyed.
(JORDAN.10695.28PFDIJDRDAN.106952B(4)

DM I IUJ ry 4Uy UUL,7F4U4D0f
TOHAVE AND TO HOLD the aforesaid lotorparcel ofland end allprivilegesand appartcusmoci that cEo belmpogiotheOnNee
in fee simple.
And the Gramorcoveam s with the Grantee, thatGrsmor is mad of the promisee in fee aioQk,has the right to convey the wme m
The simple, &atthie is mshttabk and five mdclew ofall encumbrances, and that Gnnoawill warm[ and defend the title against
the lewfid clam ofall penam whomsoever, ad= than the following exocptiom: Restrictions, casements, rights of way of
rocord and public service utifity asaoents.
IN WMNM WHEREOF, the Grata has duly executed the foregoing as of the day and year fast above written.
(SEAL)
(Fxmty Nara) ROBERT ORDAN
BY.-+/� r (SEAL)
Title: LOUISE P. JORDAV
By'.
Tde:
By
Tde:
(SEAL)
(SEAL)
State of North Cadhn-County of Pasguotenk
1, the mdasigned Notary Public of the County and Stare aforesaid, ca* dad ROBERT C. JORDAN and wife,
LOU ISE P. JORDAN personally appeased before me this day and
acknowledged the doe execubm of the foregoing instrument for the purposes therein esprenoi Witness my bad and NaasrW
mum err sal this _j%L"day of Dwc ixr .2010
:sky Jo^n;on
My Ca®ssim Expires: Septernber 24. 201 .... :v`ruL`I:- I t
Pasc..-:ani Cc:;nq'% NC Public She yJo on
Stine of Nor& Carolina -Coady of
1, the undersigned Notary Public of&eCoadyend Sale afbvc a ocr*&at
perameBy came before me this dry and acknowledged that he is the of
. e Nor& Catolma or
yc=p&y/gcncd(smlo;&ror$h&e ioappiinble).eod
dually nnhoritydalygivenmdesthe aaofwell mtity, he signed the foregoing' idaetmd
deed. Witucis my had and Normal stamp or neat, this_ dry of
My Conanamiao Ewes:
Sat ofNor& Caddo, - CM31Y of
1, the modasigted Notary Public ofthe Canty and State aforesaid, certify that
Wises my hand and Notarial stamp or seal this _ day of . 20_.
My Oot»im
Notary Public
MCC ine81 CatiSato(a)of
islarecarti6edtobe, - — This' tmtat and dds certMalem dnlyregisocedlathe daRamd timeaadmtJsBodcandPagedona
an&a fort page hereof
Register of Deeds for Cooly
By. Deputy/Awsbm -Regular ofDcadt
NC Bar Association Form No. 1-3 O 1976, Revised 0 1977. 2002
Prioad by Agreement with &o NC Ba Amocmtion-1981 SdtPro Cosporatioa, 333 B. Six Fab Rd, Rakigh, NC 27609

EXHIBIT A
Commencing at NCGS Monument "Passport", thence along a tie tine South 7"08'13" East for 850.06 feet to a 2-Inch
iron pipe located at the Southern nghPof-way of Ehdngham Sireet(U.S. Highway 17 Business, 92'rigtdof-way) to
the Northwestern property comer of the Virginia Electric & Power Company (VEPCO) property; thence South
31"02'09" Fast for 283.93 feetto a 14nch iron pipe located at the southwestern comer of the VEPCO property, and is
the POINT OF BEGINNING; thence along a fence fire North 55°OT26" Fast for215.39 feet to a 518 inch iron rod
marking a common comer of the eastern portion of Parcel 1-A and the western portion of Parcel t-A being here
described; thence South 34'5422" Fast for 153.46 feet to a 518 inch iron rod marking the scutheasbm comer of the
western portion of Parcel 1-A being here desaibect thence with a fence line Souh 55"05'38" West for 225.87 feet to
a point thence North 30959'58" West for 153.93 feet to the POINT OF BEG NN INC, Said property contains 0.78
Acres.
And berg that same lot or parcel of land shown and delineated as 0.78 Acre, and referred to as "WESTERN
PORTION OF PARCEL 1-A," on that certain map or plat entitled in part "RECOMBINATION PLAT FOR DOMINION
POWER" dated December 21, 2010, by Albemarle & Associates, LID, which map or plat is recorded in Map Book
53 . at Page 36 Pasquotank County Public Registry, and is by reference Incorporated herein and made a
pad of this instrument for a more complete description of the lards hereby conveyed.
The above -described real property is conveyed subject b a nonexclusive drainage easement thereon, which is
expressly reserved by the Cantor and is hereby expressly acknowledged by the Grantee and said easement shag
an with the aforesaid property by whomsoever owned. The said drainage easement being expressly reserved and
retained by the Grantors is 10 feet in width, and runs from the northeastern comer of the above -described lands,
along and with the northern boundary fire of said lands for a distance of 21 &39 feet terminating at the nort hwestem
comer of the above -described real property. The parties expressly acknowledge and agree that there is located on
said 10 foot wida easement, nnning along and with the northern boundary tine of the above -described property, a
drainage pipe. Incident to the 10 foot wide drainage easement provided for herein, the setters shall have rights of
ingress and egress at times convenient to the Grantee for the purpose of performing maintenance upon the
aforesaid drainage pipe. Further, in the course of Its ordinary use of the under&ng property cowered by said drainage
easement the Grantee, and its successors and assigns, shall take all reasonable and practical measures to avoid
crushing the drainage pipe. The Grantee may relocate the drainage pipe located on the aforesaid 10 foot drainage
easement at any time, at Grantees sole expense, provided that the quality of the drainage from the Grantors'
property (which lies east of the lands hereby conveyed) is not dim'vnistted or adversely aftecled.
JORD,W.106952A

Ut\ r 1VJ rV YIL VV%' W-tuvu
TO HAVEAND TO HOLD the aforesaid lotorpareel oflandaed all privikges and appuukoeneesther mbekmgisgtutbeGI tee
in fee simple.
And the Grant=wva3wb with the Grzatm dot Grantor is wbW of the promises in fee simple, has the r1*to convey the same in
fee simple, do tide is madmuble and free and clear ofall ems, and that Granter will warrant anddefend Poe tick against
the ISWU claims of al ixr whoever, other dam tee following excepdom:Restrictions, easements, rghts of way of
record and public service utility casements.
IN WITNESS WHERFAF, the Grater has duly executed the foregoing w of the day and year fit above written.
The Marital Trust for the benefit of
(�tY New)
By:
Tnk:
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
Earldine D. Jordan (SEAL)
(SEAL)
(SEAL)
(SEAL)
I, Shelly Johnson a Notary Public of the County ofPasquotank: State North
Carolina, do hereby certify that Robert C. Jordan. Trustee for the Marital Trust for the
Court of Pasguotank County. North Carolina. as File No. 92-E-51 personally appeared
before me this day and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this_39!-_day of December . 2010,
My commission expires:
September 24. 2011
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
Shelly Johnsen
rto!a p P:iL'ic_
P•;Squ=.nk Caun;-,, NC !
Uq f...
1, Shelly Johnson. a Notary Public of the County of Pasquotank, State of North
Carolina, do hereby certify that Louise P. Jordan, attomey-in-fact for Earldine D.
Jordan personally appeared before me this day, and being by me duly swom, says that
she executed the foregoing and annexed Instrument for and in behalf of Earldine D.
Jordan and that her authority to execute and acknowledge said instrument is
contained in an instrument duly executed and acknowledged and recorded on the
19th day of January, 2011, in Deed Book 1102 . Page 858 in the Office of
the Register of Deeds of Pasquotank County, North Carolina, and that this instrument
was executed under and by virtue of the authority given by said instrument granting
her power of attorney; that the said Louise P. Jordan acknowledged the due execution
of the foregoing and annexed Instrument for the purposes therein expressed for and in
behalf of said Earldine D. Jordan.
Witness my hand and official stamp or seal, this p3Q day of December. 2010.
My commission expires: l_ l .l,l ,/ac�
September 24, 2011 Notary Pubh : St elly Johnson
Shelly Johnson
Nols:y Public
Pasquotznk Courh. !JC
I1v C '".miss':' 6;,:es__,

"w
lbemarle
& ASSOCIATES, LTD.
July 21, 2011
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. Bill Moore
ii'ilEG aF1 W ED
JUL 25 2011
D $ WARD
RE: Dominion -Elizabeth City Yard Expansion, Pasquotank County, NC
High Density Stormwater Management Submittal
Dear Bill:
Please find the enclosed Stormwater Management Permit Application for the expansion
of the Dominion Power facility located at 1707 West Ehringhaus Street in Elizabeth City,
NC. Dominion Power has recently acquired 3.16 acres adjacent to their existing facility
with the intent to provide additional paved storage areas and potentially a new structure
for indoor storage and office space. The original site is not under a current stormwater
management permit. The attached submittal provides stormwater management for the
newly added impervious surface by routing the runoff to an infiltration basin in order to
conform with NCDENR high -density standards under regulations set forth for the 20
coastal counties. Runoff in excess of the L%rainfall event is bypassed to a dry
detention basin that also provides function as a vegetated filter. The dry basin allows for
additional stormwater runoff control to allow the post development to remain at or below
the predevelopment rates for the 2, 10 and 25 years event in accordance with Elizabeth
City requirements. The information within the attached submittal includes:
• NCDENR stormwater management permit application(1 original & 1 copy)
• Review Fee ($505)
• Infiltration Basin supplement & checklist (1 original)
• Infiltration Basin Maintenance Agreement (1 original)
• Soil Report (1 copy)
• Stormwater management narrative (1 copy)
• Stormwater runoff calculations (1 copy)
Land Planning - Engineering - Surveying - Environmental - Construction Management
117C North Water Street, Elizabeth City, North Carolina 27909
North Carolina License No. C-1027
Phone: [phone] w .AlbemarleAssociates.com Fax: [phone]

��` Mr. Bill Moore
NCDENR DWQ
July 21, 2011
Page 2 of 2
Two sets of plans including:
o Site Plan (C201 dated 07/21111)
Q Erosion and Sediment Control Plan (C202 dated 07/21/11)
o Stormwater and Grading Plan (C301 dated 07/21/10)
o Site Plan Details (C302 dated 07/21/11)
Please note that although the additional parcel is 3.16 acres, the contributing drainage
area for the infiltration basin is only 1.88 acres. This is due to the existing wetlands and
secondary bmp's on the site. Mr. Scott Vinson is familiar with this project, as I have
already discussed it with him on several occasions. If you have any further questions
regarding any portion of this submittal, please do not hesitate to call me.
Sincerely,
1A --
Michae Morw ay, E
Engineer
cc: File