SW7120207_HISTORICAL FILE_20120322

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z,
_
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Pamlico Engineering Services, PLLC
128 Abbey Lane
WASIIINGrw NC 27889
PHONE [phone]
P.1mlico
r-
Eniineerin�
CIVICes
To:
Date 3/21/12 Job No. 12005
NCDENR - DWQ
Attention : Samir qupor
Family Dollar Aurora
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
No
DESCRIPTION
2
3/20/12
Plans Rcvised
2
Calculations revised
2
olm sheet3 of 4 revised
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE,
RECEIVED
MAR 2 2 2012
DWQ-WARD

�J�A
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Barnes Boykin, Secretary
Eastern Pride, Inc.
2405-F Nash Street
Wilson, NC 27896
Division of Water Quality
Coleen H. Sullins
Director
March 12, 2012
Dee Freeman
Secretary
Subject: Request for Additional Information
Stormwater Permit No. SW7120207
Family Dollar - Aurora
Beaufort County
Dear Mr. Boykin:
The Washington Regional Office received a Coastal Stormwater Permit Application for Family
Dollar - Aurora project on February 14, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. V The wet detention supplement lists bottom of pond elevation of 2.50 and
sediment cleanout, top elevation of 3.50, while the plans show the elevations of
3.0 and 4.0 respectively. Please revise.
2. The average pond depth calculations are not correct. The pond depth of 3 (or
3.5) yields roughly average pond depth of approximately 2.1'. Per BMP Manual
the minimum average pond depth should be at least 3.0'. Please revise.
3. Please update rest of the calculations to reflect above change..
J Please provide the original signed and notarized application as per submittal
requirements of the Stormwater Application document.
5. Please revise the planting plan (as per BMP Manual) to provide clustering of
same type of plants and expand the list of plants to be used (same comment as
for Sunbury store.).
6. Provide two copies of requested documents.
The requested information should be received in this Office prior to April 12, 2012, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality Intemet: aau.nc+iatcrqualitv.nrg
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
None
rthCarolina
;Vatural&

Page 2 of 2
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
Samir. [e-mail].
Sincerely,
t
Samir Dumpor
Environmental Engineer
CC: Marie Peedin, PE, Pamlico Engineering Services, PLLC (128 Abbey Lane,
,Washington, NC 27889)
y/ Washington Regional Office

0
ui
w
w

?Art7x�
: BUSINESS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Eastern Pride Inc.
FISCAL YEAR F.,NDING: 2012
SECRETARY OF STATE CORPORATE ID NUMBER: 0647965
NATURE OF BUSINESS: Real Estate development/leasing
REGISTERED AGENT: Thomas, Charles A.
REGISTERED OFFICE MAILING ADDRESS: 2405-F West Nash Street
Wilson, NC 27896
L-1'tled Annual Keport
-1-0-55682.14
For year 2012
Do not data enter manually.
STATE OF INCORPORATION: NC
REGLSTERED OFFICE STREET ADDRESS: 2405-F West Nash Street
Wilson, NC 27896 Wilson County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS:
PRINCIPAL OFFICERS:
2405-FiVash Street Tf".
lVilson, NC 27896
2405-F West Nash Street
Wilson, NC 27896
Name: Charles A Thutncu _ Natne: 13cu'ries Bo� ykr` r�
Title: President Title: Secreta
Address: Address:
2405- F West Nash Street 2405- F West Nash Street
Wilson NC 27896 Wilson NC 27896
RECEIVED
E E 8 1 4 2012
DWQ-WARO
CER`1'IFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Charles A Thomas
FORM MUST BE SIGNED BY .•%IN OFFICER OF TIIE CORPOR..\TION
Charles A Thotnas
03/20/2011
DATE
President
TYPF OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $1 S MAIL TO: Secretary of State - Corporations Division - Post Office Box 29525 - Raleigh, NC 27626-0525

Pamlico Engineering Services, PLLC
128 Abbey Lane
WASHINGTON, NC 27889
PHONE [phone]
Pamlico
i
Engineering
CIvices
i
To:
Date: 2/13/12 Job No. 12005
NCDENR - DWQ
Attention : Scott Vinson
Re: Aurora Family_Dollar
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
❑ Specifications
COPIES
DATE
No
DESCRIPTION
2
2/13/12
Apelication
2
NARRATIVES
2
PLANS
I
$CHECK
I
USGS UAD SHEET
i
DEED
Check List
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE.
RECEIVED
F E B 14 2012
DWQ-WARO

- ..�_ :.�:' ..'. 'l •.. Lim .• .- :-7„ Ste»_.:_... ... �.� =�.r�
F E 8 14 2012
BOOK ;a!?
NORTH CAROLINA V {/ Q.WAR
�BEAUFORT COUNTY
THIS DEED OF CORRECTION, Made and entered into this 9 +�
day of 1983, by and between BETTY JO THOMPSON and husband,
MELVIN J. THOMPSON, of Durham County, North Carolina, and DANIEL M. WINDLEY,
III of Beaufort County, North Carolina, hereinafter referred to as the parties
of the first part; to DANIEL M. WINDLEY, III and wife, ANN G. WINDLEY, of
Beaufort County, North Carolina, hereinafter referred to as the parties of the
second part;
W I T N E S S E T R:
That whereas; said parties of the first part heretofore
executed to parties of the second part a certain deed dated March 26, 1979,
and recorded in Book 779 at Page 253 in the office of the Register of Deeds of
Beaufort County; and whereas, by mutual mistake said deed contained an error in
the description of the First Parcel of the lands thereby intended to be'con-
veyed.in that it stated all of Lots 23 and 24 as platted on map of the Town of
Aurora of record in Map Book 163 at Page 307, Beaufort County Registry; and
whereas, it was intended that the Easterly one-half of Lots 23, 24 and 25 as
shown on said map be conveyed; and whereas, said parties of the second part
have requested said parties of the first part to correct said error in the
description in the First Parcel and said parties of the first part have agreed
so to do; and whereas, the correct description intended to be inserted in said
former.deed is that hereinafter set out;
Now, therefore, said parties of the first part, for the
purpose of correcting said error and in consideration of the sum of Ten Dollars
to them in hand paid, have bargained and sold and by these presents do bargain,
sell, -and convey unto said parties of the second part and his heirs and assigns
a certain tract or parcel of land lying and being in Richland Township, in
the County of Beaufort and State of North Carolina and more particularly

MAYO d MAYO
ATTORNEYS AT LAW
BOOX 85?9GE 28
and TWENTY FIVE (25) as shown on map of the Town of Aurora which Map is recor-
ded in the office of the Register of Deeds of Beaufort County in Book 163 at
Page 307, Beaufort County Registry. Further reference is made to deed of recor
in Book 330 at Page 260 and Book 374 at Page 628, Beaufort County Registry.
It being the intent of this correction deed to correct only
the legal description in the First Parcel as heretofore conveyed in that certaii
deed of record in Book 779 at Page 253, Beaufort County Registry, whereby the
Second and Third Parcels as described in said Deed of Conveyance of record in
Book 779 at Page 253, Beaufort County Registry, would be the same as heretofore
described.
TO HAVE AND TO HOLD said land, together with all privileges
and appurtenances thereunto belonging to them the said parties of the second
!part and their heirs and assigns in fee simple forever.
And the said parties of the first part covenant that they
are seized of said land in fee and have the right to convey the same in fee
simple; that the same are free and clear of all incumbrances and that they will
,warrant and defend the title herein conveyed against the lawful claims of all
1persons whomsoever.
IN TESTIMONY WHEREOF, the said parties of the first part
have hereunto set their hands and seals the day and year first above written.
(SEAL)
BETTY J THOMPSON
(SEAL)
MEIVIN J. THO S N
(SEAL)
DANIEL M. WINDLEY, III
NORTH CAROLINA
DURHAM COUNTY
, X4f L /fdZ-/y �`% _ , a Notary
Public in and for said County and State aforesaid, d hereby certify that
BETTY JO THOMPSON and husband, MELVIN J. THOMPSON, personally appeared before
me this day and acknowledged the due execution of the foregoing instpument for
ith a purposes therein expressed.

Send To Printer Back To MSR Maps Change to 11x17 Print Size Show Grid Lines Change to Landscape
MUSGS 2 km S of Aurora, North Carolina United States 01 Jul 1993
_7
Its .6
J
.01' st L
h Hiff,,­o VON
'j 14— b7 oil rrA.
.'s uro.
B
&NO
RECEIVE
16 dN6
F E B 1 4 2012
DWQ-WARIO
esping'Rached
Chi939 Rd
J x
A3
M l 200, 400, 600, yds 200400600Image courtesy of the U.S. Geological Survey
' ' '
C 2010 Microsoft Corporation. Terms of Use Privacy Statement

Irerracon
February 2, 2012
Stocks and Taylor Construction
PO Box 2147
Washington, NC 27889
Attn: Selden Taylor
Re: Family Dollar - Aurora
Elm Street and Fifth Street
Aurora, NC
Terracon Project No. 72121016
Dear Selden Taylor:
RECEIVED
FEB 1 4 2012
DWG-WARO
As requested, Terracon representatives provided construction observation and testing services for the
referenced project. These services were provided on a part-time basis when requested by you, your field
representative or the contractor's representative unless otherwise noted. The attached reports provide
results of services performed during the dates indicated. For your reference, a listing of the attached
reports is as follows:
Service Date Description
01/26/12 limited Site Exploration (0001)
We appreciate the opportunity to be of service to you on this project. If you have any questions regarding
the information presented in this report or if we can be of further assistance to you, please feel free to
contact us.
Sincerely,
Terracon Consultants, Inc.
Larrie Lockamy
Administrative Staff I
cc: (11 Stocks and Taylor Construction
Terracon Consultants, Inc. 314 Beacon Dc. 9Yintarvi3e, NC 28590
P [252i 3531600 F [252] 353 0002 terracon.com

LIMITED SITE EXPLORATION REPORT
Report Number: 72121016.0001
Service Date: 01/26/12
Report Date: 02/02/ 12
Client
Stocks and Taylor Construction
Attn: Selden Taylor
PO Sox 2147
Washington, NC 27889
Irerracon
314 Beacon Dr.
Winterville, NC 28590
252-353-1600
Project
Family Dollar - Aurora
Elm Street and Fifth Street
Aurora, NC
Project Number: 72121016
SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stocks and Taylor Construction.
TERRACON PERSONNEL: Bob Neel and Blake Neel
Representatives of Terracon Consultants, Inc. (Terracon) were present on the project site today to test proposed bearing
soils for building and asphalt paved areas using a dynamic cone penetrometer (dcp) and a hand auger. Hand auger borings
were also advanced, as indicated, within the designated stormwater treatment area to identify the depth to the seasonal high
water table
Project information, in the form of a site — utility plan, prepared by Pamlico Engineering, undated, was provided to us by
Mr. Taylor. The drawing indicated the location of the building and asphalt paved areas, as well as stormwater treatment areas.
At the time of our site visit, existing site features include a one story, wood framed, residence located within the proposed
Family Dollar footprint, several mobile homes or sheds which encroach upon the rear property line and stormwater pond, a
grape vine and arbor and numerous trees. The areas tested today are indicated on the attached drawing; please note that
the drawing is not to scale.
For hand auger borings one through six, dcp test results were obtained at approximate one foot intervals to a depth of five
feet below the existing ground surface. The dcp test results obtained are attached. Hand auger borings seven and eight
were used in the determination of the seasonal high water table and a discussion of these findin s is disausavd below.
The soils encountered today included:
• Black fine sandy silt and silty fine sand (topsoil) -
0 to 1.0 foot
• Gray brown clayey fine sand -
1.0 to 2.0 feet
• Gray brown fine sandy silty clay -
2.0 to 3.0 feet
• Tan brown and gray clayey fine to medium sand interlayered with silty fine to medium sandy clay -
3.0 to 4.5 feet
• Gray slightly fine sandy clayey silt -
4.5 to 5.5 feet
• Gray, saturated, silty fine to medium sand -
5.5 to 6.0 feet
Groundwater was encountered at depths ranging from 2.5 to 6.0 feet below the existing ground surface.
Continued on the following page.
Gro g r, �!
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CTo001,9-28-10,Rev.$ Page 1 of

LIMITED SITE EXPLORATION REPORT Irerracon
Report Number: 72121016.0001
Service Date: 01/26/12 314 Beacon Dr.
Report Date: 02/02/12 Winterville, NC 28590
252-3 53-1600
Client Project
Stocks and Taylor Construction Family Dollar - Aurora
Attn: Selden Taylor Elm Street and Fifth Street
PO Box 2147 Aurora, NC
Washington, NC 27889
Project Number: 72121016
The existing residence is to be demolished and removed from the site. Demolition should include the complete removal of
all concrete footings. Stumps from the existing trees should be completely removed and resultant stump holes should be
backfilled using compacted off site sand fill. The site should be stripped a minimum of one foot using low ground pressure
tracked equipment.
Structural fill soil for building and parking areas should be installed in maximum 12 inch loose lift thicknesses. The fill
should be compacted to no less than 95 percent of the standard Proctor maximum dry density. Footings should be sized for
an allowable soil bearing pressure of 1500 psf.
The seasonal high water to le.��FiWTis determined by the presence of soil color(s) with a chrome value of 2 or less, as
determined from the Munsell Soil Color Chart. The locations explored are indicated as 7 and 8 on the attached drawing.
----------------
Please note that the drawing is not to scale.
At the locations explored, we observed very dark grayish brown (10 YR - 3 - 2) and very dark gray (10 YR - 3 -1) silty fine
sand (topsoil) for the upper one foot. Dark grayish brown (10 YR - 4 - 2) silty fine sandy clay and clayey fine sand was
observed to a depth of 1.5 feet; we believe this soil color to be relic from the topsoil. At a depth of 1.75 feet, we observed
grayish brown (10YR - 5 - 2) silty fine sandy clay. Based on a predominant soil color of grayish brown (10 YR - 5 - 2) at a
depth of 1.75 feet, we believe the SHWi for this site to be at 1.75 feet
Prepared bearing surfaces for foundations should not be disturbed or left exposed during inclement weather. Saturation of
the footing subgrade can cause a loss of strength and increased compressibility. If construction occurs during inclement
weather, and concreting of foundations is not possible at the time they are excavated, a layer of lean concrete should be
placed on exposed bearing surfaces for protection. Also, concrete should not be placed on frozen subgrade. The bottom of
the foundation excavations should also be clean and free of any loose soil, mud or debris prior to placing concrete.
Regardless of the thoroughness of a limited site exploration study, there is always a possibility that subsurface conditions
will be different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or
that the construction process will alter soil conditions. Therms the geotechnical engineer's representative should observe
Continued on the following page.
' /� ,
I � rr- }� fc � uS � 1 ) 5 . lJ
So uj PPS- � s 1. 75
)C'
The tests were perforated in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test resutts transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
croon i, 9-23-1 o, Rcv.9 Page 2 of 3

LIMITED SITE EXPLORATION REPORT
Report Number: 72121016.0001
Service Date: 01/26/12
Report Date: 02/02/12
Client
Stocks and Taylor Construction
Attn: Selden Taylor
PO Box 2147
Washington, NC 27889
Irerracon
314 Beacon Dr.
Winterville, NC 28590
252-353-1600
Project
Family Dollar - Aurora
Elm Street and Fifth Street
Aurora, NC
Project Number: 72121016
the site preparation, earthworlc4 founda#ion construction and floor slab construction to confirm that the conditions indicated by
the geotechnical exploration actually exist. We recommend the owner or contractor retain Terracon for this service since we
are already familiar with the project, the subsurface conditions, and the intent of the recommendations and design. The
conclusions and recommendations provided in this report are subject to Terracon personnel observing the construction
procedures and subsurface conditions encountered at the site.
Mr. Selden Taylor was informed of the test results and recommendations by electronic correspondence.
Services:
Terracon Rep.:
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Construction,
Emailed
Reviewed By:
Bob keel
CMT Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or 170T test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cr0001, 9-28-10, RCv,B Page 3 of 3

LIMITED SITE EXPLORATION REPORT Irerracon
Report Number: 72121016.0001
Service Date: 01/26/12 314 Beacon Dr.
Report Date: 02/02/12 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Family Dollar - Aurora
Atin: Selden Taylor Elm Street and Fifth Street
PO Box 2147 Aurora, NC
Washington, NC 27889
Project Number: 72121016
TEST DEPTH BELOW PENETROMETER
LOCATION FOOTING BOTTOM VALUE COMMENTS
Number 1, as shown 1.0
3-5-6
2.0
5-5-6
Groundwater at 2.5 feet.
3.0
4-5-5
4.0
3-5-4
5.0
6-5-5
Number 2, as shown 1.0
6-7-7
2.0
6-6-7
3.0
.6-7-9
4.0
6-7-7
5.0
4-5-5 Groundwater at 5.0 feet.
Number 3, as shown 1.0
6-6-7
2.0
7-6-8
3.0
6-9-9
4.0
8-6-8
5.0
6-7-7 Groundwater at 6.0 feet.
Continued on the following page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cr000], 9-28-10, Rew 9 Page I of 2

LIMITED SITE EXPLORATION REPORT
Report Number: 72121016.0001
Service Date: 01/26/12
Report Date: 02/02/12
Irerrac®n
314 Beacon Dr.
Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Family Dollar - Aurora
Attn: Selden Taylor Elm Street and Fifth Street
PO Box 2147 Aurora, NC
Washington, NC 27889
Project Number: 72121016
TEST DEPTH BELOW PENETROMETER
LOCATION FOOTING BOTTOM VALUE COMMENTS
Number 4, as shown 1.0
2-3-4
2.0
5-4-6
3.0
6-7-8
4.0
5-6-7
5.0
7-8-8
Groundwater at 6.0 feet.
Number 5, as shown 1.0
15-15+
This boring located in stand of pine trees.
2.0
15
3.0
7-7-7
4.0
6-5-5
5.0
6-6-8
Groundwater at 6.0 feet.
Number 6, as shown 1.0
3-4-5
2.0
5-5-5
3.0
6-7-7
4.0
6-7-10
5.0
7-9-11
Groundwater at 6.0 feet.
Services:
Terracon Rep.:
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Construction,
Emailcd
Reviewed By: 40 A�t�
Bob Ikeel
CMT Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CTWO1.9-28-10, Rev Page 2 of 2

ZS
EAST
HAL
EAST gALF
EAST GALE
sl VdA R
p 3
!1¢
ptiK,�{XNG ASPHALT 06
g'X2a tTYPi PARKM
_ 4 5( U7
! 12
PROF .< N iC sf6 62 11 1
t + ENTRY #300R SIGN R t
K ,5e `S Imo`.' Bt ItDM G- __ — - cc
E Q FAMILY DOLLAR STORE
m
m
1OX20
ELM STREET 50' R/
ELM STREET
ROW
t
L
LL-
LL-