SW7141007_HISTORICAL FILE_20220513

Land Transfer Tax: $11,596.00
D Book 482 PAGE 737 (4)
407421
MAY 13 2022 D �IIIII��II�III ��
By e
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax S2,320.00
Real Estate ID:
After recording return to: Brown&Bunch.PLLC.c/o William W. Bunch, 111,4700 Homewood Court Suite 265 Raleigh NC 27609
This Instrument was prepared by: Weatherspoon&Voltz LLP(without benefit of title examination)
Brief description for the index 1503 Virginia Road,Edenton,NC 27932
THIS DEED made this Z/ ay of January,2016,by and between
GRANTOR GRANTEE
GLANDON FOREST EQUITY,LLC. DLS PROPERTIES,LLC,
a North Carolina limited liability company a North Carolina limited liability company
3825 Barrett Drive,Suite 100 2123 Cowper Drive
Raleigh,NC 27609 Raleigh,NC 27608
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 the Grantor, for a valuable consideration paid by the Grantee. the receipt of which is hereby acknowledged,has
and by these presents does grant,bargain, sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated
in the County of Chowan.State of North Carolina.and being more particularly described as follows:
See attached Exhibit A.
All or a portion of the property herein conveyed 0 includes or 0 does not include the primary residence of a Grantor.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 472. Page 370, Chowan County
Registry.
A Map showing the above described property is recorded in Plat Cabinet 2•Slide 73-J.Chowan County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.

.n...w...r r...r....y.......mw.�uw......,...��..�..�.w u.n .wna u......j...p.ar.c..q.
See attached Exhibit B.
IN WITNESS WHEREOF.the Grantor has hereunto set its hand the day and year first above written.
GLANDON FOREST EQUITY,LLC,
e North C 'na tliabillkVmpany
ByName: G TTitle: MBy:Name: eorge C
Title: onager
STATE OF NORTH CAROLINA
COUNTY OF (WAKE
1. 1J - '/ ,Ji.id iil d s56'•f a Notary Public of the County and State afomaid,certify that George T.Barnes.
Jr.and George C.Venters,Jr.,being personally known to me,personally came before me this day and acknowledged that they are the
Managen of Vanguard Ventures,LLC,a North Carolina limited liability company,and that they,as Managers,being authorized to do
so.voluntarily executed the foregoing on behalf of said limited liability company for the purposes stated therein.
WITNESS my hand and notarial seal,this day ppf January.2016. �`aa N e00I,
dt
Otary Public 7u MM4p Co'
Printed Name: •�,1"i'l6.s';;i'/.,�iJ '.'f/,�,�T atvooata,,e+w
M •Commission Expires:. '• taaaat ,`
eee tidi��
[Affix Notarial Seal] iejsse Maas
in UnW =W�Veorpa wntom and pewpa bamesWoaar genemhdiowan countytadeneon dg%ale to dh properties Wapse W warranty deed 02l.doc

Lying and being situate in Edenton Township,Chowan County,North Carolina and being more
particularly described as follows:
BEING all of that certain tract or parcel of land containing 1.60 acres and shown as Lot 1 on that
plat entitled"SUBDIVISION PLAT FOR GLANDON FOREST EQUITY,LLC"dated July 28,2014,
prepared by Hyman&Robey,PC and recorded December 18,2014 in Plat Cabinet 2,Slide 73 J,Chowan
County Registry.
TOGETHER WITH that certain Declaration of Restrictive Cosenants recorded in Book 472,Page 396,
Chowan County Registry.

2. Matters shown on plat recorded in Plat Cabinet 2,Slide 731,Chowan County Registry.
3. Easement(s) and'or Right(s)of Way to Norfolk Carolina Telephone & Telegraph recorded in Book R4, Pages 346 and 487.
Chowan County Registry.
4. Memorandum of Lease from Glandon Forest Equity. LLC to Dolgencorp. LLC, recorded in Book 472, Page 374, Chowan
County Registry.
5. Special Use Permit recorded in Book 471.Page 865,Chowan County Registry.
6. All other easements,covenants, declarations, restrictions, maps.and rights-of-way of record in the Chowan Count) Registry
affecting the property described herein.and matters that would be shown on a current and accurate survey.

CA202123700887
SOSID: 146.5804
v LIMITED LIABILITY COMPANY ANNUAL REPORT Date Filed: 8/25/2021
•�+ Elaine F.Marshall
IOROV North Carolina Secretary of State
NAME OF LIMITED LIABILITY COMPANY: DLS Properties LLC CA2021 237 00887
SECRETARY OF STATE ID NUMBER: 1465804 STATE OF FORMATION: NC Piing Oahe Use Only
REPORT FOR THE CALENDAR YEAR: 2021 �1i[% it ;
SECTION A: REGISTERED AGENT'S INFORMATION []Changes
1.NAME OF REGISTERED AGENT: Dolly Lee Smith
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
2123 Cowper Dr 2123 Cowper Dr
Raleigh,NC 27608 Wake Raleigh,NC 27608 Wake
SECTION B:PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: 1919) 740-7789 3.PRINCIPAL OFFICE EMAIL:. Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS
i� 2123 Cowper Dr
2123 Cowper Dr
Raleigh,NC 27608 Wake Raleigh,INC 27608 Wake
6. Select one of the following if applicable.(Optional see instructions) nnD
MAY
[AY I
El Thecompany is a veteran-owned small business J 3 2022 �;
❑ The company is a service-disabled veteran-owned small business
SECTION C:COMPANY OFFICIALS(Enter additional company officials in Section E.) _ Y
NAME: Dolly Lee Smith NAME: NAME:
TITLE: Managing Member TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
2123 Cowper Dr
Raleigh,NC 27608 Wake
SECTION D: CERTIFICATION OF AN REP RT. Section D must be completed in its entirety by a personibusiness entity.
SIGNATURE ATE
Form must be sig d by a Company Official listed under Section C of This form.
l7o�cy /-- . sAII-H
Print or Type Name of Company official Print or Type Title of Company official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-052E

p � MMM 1
D MAY 13 2022 Permit Number:
(to be provided by DWQ)
Drainage Area Number:
By. Wet Detent on Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. a roximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than s ra in .
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area, and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The treasuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 220 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 221 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 4.5
Sediment Removal .0 Pe in Pool
-------- Volume Sediment Removal Elevation-1.5 Volume
Bottom Elevatio -1 -ft Min.
----------- --------- -
-
-----
Sediment Bottom Elevation-2.5 1-ft m.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-RevA Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Dollar General - Edenton
BMP drainage area number:I
Print name:DLS Properties, LLC
Title:member/manager
Address:2123 Cowper Drive, Raleigh NC 27608
Phone:[phone] /
Signature:
Date: Z_
tl
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
1, y,/ 1 a Notary Public for the State of
/V County of e do hereby certify that
�o ly zee personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, C cxl? �
Sher'ann N. He"S
NOTARY PUBLIC
Wake County
North Carolina
My Commission Expires March 15,2026
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

UEMLK USr=UNLY
Date Received Fee Paid Permit Number
-'2o Z2I X 503 W-1 0 9
D12 rf�i fr' M f2 DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
MAY 13 2022
PERMIT TRANSFER APPLICATION FORM
By P„ suapt to 15 NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at,http://dea.nc.00v/contact/regional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report;
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.); or
3. in the case where a transfer falls under G.S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official(for current and proposed permittee) must meet the following:
• Corporation -a principal executive officer of at least the level of vice-president;
• Limited Liability Company(LLC) -the designated manager; (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality-a ranking official or duly authorized employee;
• Partnership or limited partnership- the general partner;
• Sole proprietor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW7141007 8
2. Project name: Dollar General—Chowan County
Is this an updated project name from the current permit? ❑ Yes X❑ No
3. Reason for the permit transfer request:
Property being transferred to new ownership
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

B. PERSON(S)WHO HAVE SIGNED THIS FORM (select only one response below)
X 1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F& G).
In accordance with G.S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent(50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999. the Declarant's Attorney can make a determination that
the elements of the Planned Community Act(see§47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G.S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked.
❑ a. The proposed permittee is either(select one of the following):
❑ The successor-owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor-owner who is the sole claimant of the right to engage in the permitted
activity.
❑ b. The current permittee is (select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other(please explain):
❑ c. The proposed permittee agrees to the following requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
❑ The successor-owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
Stormwater Permit Transfer Applit;ation Form Page 2 of 7 April 27, 2018

C. SUBMITTAL REQUIREMENTS
Please mark "Y'to confirm the items are included with this form. Please mark 7"if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
Y 2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
Y 4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicable O&M agreement(s) from the proposed permittee, as required by the permit.
Y 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
Y 6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
NA 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built-upon area or the maximum
allowed total built-upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
NA 8. If transferring under G.S. 143-214.7(c2) (i.e., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable.
NA 9. If transferring under G.S. 143-214.7(c5) (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
NA 10. A copy of the lease agreement if the proposed permittee is the lessee.
NA 11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
NA 12. A copy of the development agreement if the proposed permittee is the developer.
Stormwater Permit Transfer Application Form Page 3 of 7 April 27, 2018

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization: Glandon Forest Equity
2. Signing Official's Name: George Barnes
3. Signing Official's Title: Member/Manager
4. Mailing Address: 3825 Barrett Drive Suite 100
City: Raleigh State: NC ZIP : 27609
5. Street Address: 3825 Barrett Drive Suite 100
City: Raleigh State: NC ZIP : 27609
6. Phone: [phone] Email: gbames(a)vanquardDq.com
I, George Barnes , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
X❑ the most recent permit;
X❑ the designer's certification for each SCM;
X❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
X❑ the approved plans and/or approved as-built plans;
X❑ the approved operation and maintenance agreement;
X❑ past maintenance records from the previous permittee (where required);
X❑ a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the proposed permittee named below. I understand that this request to transfer the
permit may not be appro b t DEMLR unless and until the facility is in compliance it t e permit.
Signature: Date: 3 2-
I. `CAIR O "l5 a Notary Public for the State of
r h vbILl t'�0. County of V-rOs­1VLA,(1 , do hereby certify
that C-X)D S* ?-,OYY\AS personally appeared before me
this the �b day of 20 72 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
� �p Q NOTgq O=
Notary Signature: � lULlxl y coMMrSONEXp�f �j=
My commission expires OC3'd S'73
NCOUN� .�.
nnunntmuaa
Slormwater Permit Transfer Application Form Page 4 of 7 April 27, 2018

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
X❑ Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee -Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
the permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F& G.)
❑ Purchaser-Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner. (Also complete Parts F& G.)
❑ Developer-Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as co-permittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F & G.)
2. Proposed permittee name (check one of the following and provide the name):
X❑ Corporation, LLC, Partnership, Municipality name: DLS Properties. LLC
❑ HOA I POA I UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: Dolly Smith.
b. Signing Official's Title:
c. Mailing Address: 2123 Cowper Dr
d. City: Raleigh State: NC ZIP : 27608
e. Street Address:
City: State: ZIP
f. Phone: [phone] Email: dollysmith1(a7g mail.com
4. If there is a Management Entity that manages the property for an I POA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name: NA
b. Contact Name: Title:
c. Mailing Address:
d. City: State: ZIP:
e. Phone: (_) Email:
Stormwater Permit Transfer Appliralion Form Page 5 of 7 April 27, 2018

F. PROPOSED PERMITTEE CERTIFICATION
I, Dolly Smith , hereby notify the DEMLR that I have acquired through sale, lease, development agreement, or
other legal transfer, the project/property covered by the stormwater management permit and/or the responsibility
for constructing and/or operating and maintaining the permitted stormwater management system. I acknowledge
and attest that I have received a copy of: (select all that apply):
X❑ the most recent permit;
X❑ the designer's certification for each SCM;
X❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
X❑ the approved plans and/or approved as-built plans;
X❑ the approved operation and maintenance agreement;
X❑ past maintenance records from the previous permittee (where required);
X❑ a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a 'plan of action and schedule"addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written "plan of action and
schedule"must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and 1 acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built-upon area as shown on the
approved plans; and I will (construct), operate and maintain the approved stormwater management system
pursuant to the requi ements listed in the permt and in the peration and maintenance agreement.
Signature: 1 Date: 5 20
I, N,,1v12r( r [,Qop s a Notary Public for the State of ATI
County of , do hereby certify that e
personally appeared before me this the Jrd day of 202-12-1 and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) =SherdannN_ ieppsBLICntylina 2026
�/ arch 15,
Notary Signature
!JA//
My commission expires -/S—a�2r�l�
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization: NA
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State: -ZIP :
Phone: (_) Email:
I, hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner Date:
I, a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018

Thorpe, Roger
From: Thorpe, Roger
Sent: Tuesday, May 31, 2022 4:33 PM
To: dollysmithl @gmail.com
Cc: Ashley Davis
Subject: Stormwater Permits SW7141007 - Dollar General - Chowan County and SW7141105 -
Dollar General - Gates County
Attachments: Perm it-Renewal-Application-Aocx
Dolly Smith
We received Stormwater permit applications to transfer ownership of both of the subject stormwater permits from
Glandon Forest Equity, LLC to DLS Properties, LLC. One of these permits expires in November(SW7141007 )and one
expires in December(SW7141105). Renewal applications are due 180 days prior to their expiration. Please submit
renewal applications along with a $505.00 processing fee for each. Once we receive these renewal applications we will
renew and transfer the permits. I have attached a copy of the renewal application for your use. If you have any
questions please give me a call.
Thanks
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
roger.thorpe(qncdenr.gov
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Out
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

Thorpe, Roger
From: Thorpe, Roger
Sent: Tuesday, May 24, 2022 4:59 PM
To: Ashley Davis
Cc: dollysmithl @gmail.com
Subject: Dollar General - Chowan County SW7141007 and Dollar General - Gates County
SW7141105 Stormwater permit applications
Ashley
We have received the two subject stormwater permit transfer applications. Both permits also need to be renewed at
this time.This will require renewal applications and separate fees. Let me know if you have any questions.
Roger
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
252-948-3923 office
roger.thorpe(o)ncdenr.gov
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
�EQ
�0@llfFfM11�.M rM1� 1131 oWll
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
November 24, 2014
Glandon Forest Equity, LLC
Attn.: Mr. George T. Barnes, Jr., Member/Manager
3900 Merton Drive, Suite 210
Raleigh, INC 27609
Subject: Stormwater Permit No. SW7141007
Dollar General — Chowan County
High Density Commercial Wet Pond Project
Chowan County
Dear Mr. Barnes:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Dollar General — Chowan County project on October 22, 2014. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7141007 dated November 24, 2014, for the construction of the
subject project.
This permit shall be effective from the date of issuance until November 24, 2022, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
PHM/SD: G:\LR\SWP\SD\Permits-wet pond\SW7141007
cc: Matthew Lowder, PE, Triangle Site Design, PLLC (4006 Barrett Drive, Suite
203, Raleigh, NC 27609)
Chowan County Building Inspections
�-Aashington Regional Office
Division of Energy,Mineral,and Land Resources.Land Quality Section
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889•Phone:[phone] FAX:[phone]
Internet:htto://ooaal.ncdenr.org/weblir/land-quality
An Equal Opportunity\Affirmative Action Employer—50%Recycled\10%Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Glandon Forest Equity, LLC
Dollar General— Chowan County
Chowan County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral, and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until November 24, 2022, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 32,327 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built-upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent Mace waters.
Page 2 of 7

7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ft2: 56,795
b. Total Impervious Surfaces, ft2: 32,327
C. Design Storm, inches: 1.5
d. Pond Depth - average, feet: 3.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 34.60
g. Permanent Pool Surface Area required, ft2: 3,692
h. Permanent Pool Surfacs Area, ft : 4,060
i. Min. Volume required, ft : 3,980
j. Permitted Storage Volume, ft3: 4,010
k. Temporary Storage Elevation, FMSL: 23.90
I. Controlling Orifice: 1.00"O pipe
M. Permitted Forebay Volume, ft3: 1,602
n. Receiving Stream/River Basin: Rockyhock Creek/Chowan River Basin
0. Stream Index Number: 25-22
p. Classification of Water Body: "B; NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin,9 and re-vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Energy, Mineral, and Land
Resources an annual summary report of the maintenance inspection records for
each BMP. The report shall summarize the inspection dates, results of the
inspections, and the maintenance work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 3 of 7

7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
Page 4 of 7

2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Title 15A NCAC
2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until November 24, 2022.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 24th day of November, 2014.
NORTH CARD NA ENVIRON -NTAL MANAGEMENT COMMISSION
for
Tracy E. Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SV 7141007
Page 5 of 7

Dollar General — Chowan County
Stormwater Permit No. SW7141007
Chowan County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Washington Regional Office
Chowan County Building Inspections
Page 7 of 7

RECEIVED/NCDENR/DWp
Dollar General — Chowan County
Stormwater Permit No. SW7141007 JUN S 2015
Chowan County
Water Quality Regional
QPeratlons Sectl'o
Designers Certification nWashington Regiona on
l Office
1, / fif( t-3 LOWG/Pi✓ as a duly registered F NFL✓ in the
State of North Carolina, having been authorized to observe (peria_II_v weekly/full
time) th/e construction of the//project,
(Project) r 1 for L ltn.4 l / UYPS I !'�w4 116 (Project Owner) hereby state that, to the
best of my abilities, due care Ad diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SE6,W imill,
Signature ,�'`�, 11
o�A a2z/�i''�,�
io
Registration Number 2f�g3� 4¢ StrAL�
Date 24434
$
TRIANGLE SITE DESIGN PLLC
4006 BARRErr DR STE 203
RALEIGH, NC 27609-6617
Page 6of7

Certification Requirements:
✓ 1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
✓ 3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
✓7. Trash rack is provided on the outlet/bypass structure.
__Z8. All slopes are grassed with permanent vegetation.
/9. Vegetated slopes are no steeper than 3:1.
/10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
/14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Washington Regional Office
Chowan County Building Inspections
Page 7 of 7

LJ H2O
DWQ USE ONLY
Date Received Fee Paid Permit Number
0�2 - -5 S t7
Applicable Rules: ❑Coastal SW-1995 El Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: , ► Ac
State of North Carolina �L
Department of Environment and Natural ResourcRE C E I V b
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION Fbka 2 2014
This farm may be photocopied for use as an original
I. GENERAL INFORMATION D V V lam,"Y 1/AR®
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Dollar General- Chowan County
2. Location of Project(street address):
NC Hwy 32(Virginia Road)
City:Edenton County:Chowan Zip:27932
3. Directions to project(from nearest major intersection):
/ The project is located at the North West corner of the intersection of US Highway 32 and Rocky Hock Road
4. Latitude:36°08' 15" N Longitude:760 39 29" W of the main entrance to the project.
II. PERMIT INFORMATION: /
1.a.Specify whether project is (check one): v ®New ❑Modification ❑ Renewal w/ Modifications
tRenemals with modifications also requires SWU-102-Reneeaal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this applicatio is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number,if
assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Custo r Service Center at 1-877-623-6748):
❑LAMA Major 7 ®Sedimentation/Erosion Control: 1.7 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No V1 ❑Yes
If yes, see S.L.2012-200, Part VI:http://portal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Fonn SWU-101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer,property owner,lessee,
designated government official,individual,etc. who owns the project):
Applicant/Organization:Glandon Forest Equity,LLC
Signing Official&Title:George T. Barnes,Jr.-member/manager
b.Contact information for person listed in item la above:
Street Address:3900 Merton Drive,Suite 210
City:Raleigh State:NC Zip:27609
Mailing Address(if applicable):
City: State: Zip:
Phone: (919 ) 459-2601 Fax: (919 ) 459-2604
Emafl:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
❑The property owner (Skip to Contact Information,item 3a)
❑Lessee* (Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
®Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
®Developer* (Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (Phis is the
person who owns the property that the project is located on):
Property Owner/Organization:West Byrum Jr. - Vri 3' d&VW edes,Attorney in Fact & Hattie S. Byrtml
Signing Official&Title:Property Owners
b.Contact information for person listed in item 2a above:
Street Address: c/o Ernest R. Cartar, .Ir Attorney at Law, 304 W S„^Set St.
Cityf2duWm Ahoski e State:NC Zipkpw
pi 27910
Mailing Address(if applicable): PO Box 986
City: Ahoskie State: NC Zip: 27910
Phone: ( 252) 332-2181
Email: carterer@jonei
3.a. (Optional)Print the name ar / tr or other
person who can answer clues —
Other Contact Person/Organ
Signing Official&Title:Georg_
i
b.Contact information for perso \/cS h
Mailing Address:3900 Merton
City:Raleigh
Phone: (919 ) 459-2602 2GENED,
Email:gyenters@vanguard12 zn�i r-
4. Local jurisdiction for building 1` OCT 2 2 2014
Point of ContactKaren Castellc___
.,
�: g .WAR
Form SWU-101 Version 06Aug2012

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the developed areas o ite will drian to a wet-detention pond designed
to treat a 1.5"rainfall event and designed 1&90% TSS
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW-1995 ❑ Ph II-Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 1.609 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5) -Total Surface Water Area (6) =Total Project
Area4: 1.609 acres
Total project area shall be calculated to exclude the followingg: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(N;q line or Mean High Water
(MHIM line,and coastal wetlands landward from the NHW(or MHM line. The resultant project area is used to
calculate overall percent built upon area(B UA). Nan-coastal eetlands landward of the NHW(or MHIMAe ntay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 10 =46.1 %"
9. How many drainage areas does the project have?1 (For high density, count 1 for each pro tgineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Rockyhock
Creek
Stream Class B;NSW
Stream Index Number* 25-22
Total Drainage Area(sf) 56795 1.3(* q�
On-site Drainage Area(sf) 56795
Off-site Drainage Area(sf) 0
Proposed Impervious Area"*(so 32327
% Impervious Area** total 56.92
Impervious"Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(so 9002
On-site Streets (so 0
On-site Parking (so 21925
On-site Sidewalks (sf) 1400
Other on-site (so 0
Future(so 0
Off-site (so 0
Existing BUA***(so 0
Total (so: 32327 V-74 ctc
* Streant Class and Index Number can be determined at: http.Aortal.ncdenr.org web/wq[ps/esu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas, etc.
Forni SWU-101 Version 06Aug2012 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation. Design drawings
Protects in Union Countv: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdennorg/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.iicdenr.org/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
Original and one copy of the Stormwater Management Permit Application Form. H�6
�/ 2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants /N4 C-
V3.
Form. (if required as per Part VII below)
Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M 001
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to 2N1'A
http://www.envhelp.org/1ages/onestopexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
/ additional information and to schedule the required application meeting.)
✓ 5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor Z
the project. This is required in addition to the brief summary provided in the Project
/ Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the M:fl—
receiving stream drains to class SA waters within lh mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). NQA C
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
t g. Revision number and dates.
fir' h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
V�1 j. Site Layout with all BUA identified and dimensioned.
✓ k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
v n. Existing drainage(including off-site), drainage easements,pipe sizes,runoff calculations.
Form SWU-101 Version 06Aug2012 Page 4 of 6

1
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 441 Z-
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: 02 Page No: 0093 Nflt-
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC po s&
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Matt Lowder,PE
Consulting Firm:Triangle Site Design,PLLC
Mailing Address:4006 Barrett Drive,Suit e 203
City:Raleigh State:NC Zip:27609
Phone: (919 ) 553-6570 Fax: ( )
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact biforuintion, iHat2aj Vi S vnByy��tr1 an W t W.. Ryrum, Jr. acting by
t'.t3. Vo es �to»iei in act
of organization listed in Contact Information,item 1a)Glandon Forest Egaiht,LLC to deve op e
project as currently proposed. A copy of the lease agreement or pending property sales contract has been
provided with the submittal,which indicates the party responsible for the operation and maintenance of the
stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below, that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner,it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: � ^� /� 7%�1w�� t� ate: October 14 2014Q,�
Lq .ne,�,ti...w.
I, Ernest Rawls Carter, Jr. ,a Notary Public for the State of North Carolina County of
Bertie do hereby certify that Hattie S. Byrum personally appeared
before me thi /tWay of o off,2014 ,and a owled th xecution application for
a stormwater permit. Witness my hand and official seal,
SEAL
mael BwIE Carter,Jr.
North CaColina
Bertie County
Notary Public
• Mycorrunissionexpires 11/15/2014
See attachment for Acknowledgment for West W. Byruip, Jr.
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Informmtion, item 1a)George T. Barnes, fr.
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable storm Ater rules under 15 NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: / Date: (v ix) t
I, \f/4cu e 4l AI AI y M_W� a/Notary Public for the State of � County of
V,&17 do hereby certify thatSpF kdC T A49111L—S /il personally appeared
before me this�r�day of �rime2 20/y and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, .41 Z.c Liri,ML. aJ
PN N 611� ri V
SEAL
o G� t'oTA9f pN
e y
10UBI.\G
o o Q` My commission expires
tr 2
CQtUN`;
Form SWU-101 Version 06Aug2012 Page 6 of 6

���
..i�f.-Bir.Hi3
'�
. ,

STATE OF NORTH CAROLINA
COUNTY OF CHOWAN
I, Ernest Rawls Carter, Jr., a Notary Public of Bertie County, North Carolina, certify that
Virginia Elizabeth Byrum Vogedes, Attorney-in-Fact for West W. Byrum, personally appeared before
me this day, and being by me duly sworn, says that she executed the foregoing and annexed instrument
for and in behalf of West W. Byrum, and that her authority to execute and acknowledge said instrument
is contained in instrument duly executed, acknowledged, and recorded in the Office of the Register of
Deeds of Chowan County,North Carolina, in Book 407, Page 911, on the 27th day of March 2009, 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 Virginia Elizabeth Byrum Vogedes acknowledged the due
execution of the foregoing and annexed instrument for the purposes therein expressed for and in behalf
of the said West W. Byrum.
Witness my hand and official seal or a this the day of ctober 2014.
�N`otary Public
My Commission Expires:
Ernest pawls Carter, Jr.
North Carob�a
Berne County
Notary public

��� �".
w

Permit No.
ECEE'p ED (to be provided by DWO)
OCT 2 2 2014
O20 W A TF9OG
NCDENR o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Dollar General-Chowan County
Contact person Matt Lowder,PE-Triangle Site Design,PLLC
Phone number 919-553.6570
Date 1011712014
Drainage area number 1
111. DESIGN INFORMATION
Site Characteristics
Drainage area 56,795 g'
Impervious area,post-development 32,327 ff�
%impervious 56.92% ✓j
Design rainfall depth 1.5 in ✓
Storage Volume: Non-SAWaters ' //
Minimum volume required 3.980 toW Insufficient required volume.
Volume provided 4,010 f13
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"mnoff volume f13
Pre-development 1-yr,24-hr runoff ff3
Post-development 1-yr,24-hr runoff tt3
Minimum volume required ft3
Volume provided ff3
Peak Flow Calculations tt„ iafitll,
Is the
yr,24rh/rasnfa rainfall depth the lyr 24hr storm peak flow required? Y 01 'n or N) `�``�a�% CAR9Z 'e
Rational C,pre-development 0.26(unitless) +�.�aa`�FQS$/Qy �:
Rational C,post-development 0.75(unifless)
Rainfall intensity:l-yr,24-hr storm 5.20 in/hr OK SEAL
Pre-development l-yr,24-hrpeak How 0.01ff3/sec _ 2443
Post-development 1-yr,24-hr peak flow 1.93 ft3/sec :�s �. ID-If
Pre/Post 1-yr,24-hr peak flow control 1.991'/sec
Elevations / �Yy�;
Temporary pool elevation W�4f
V �rrrdill,; t
Permanent pool elevation SHWT elevation(approx.at the perm.pool elevation)
Top of 1 Oft vegetated shelf elevation 35.10 fmsl
Bottom of IN vegetated shelf elevation 34.10 fmsl
Sediment cleanout,top elevation(bottom of pond) 29.0 A
Sediment cleanout,bottom elevation 28.00 fmsl
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? N (Y or N)
Elevation of the top of the additional volume first
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 5,710 flz /
Area REQUIRED,permanent pool 3,692 f? V /
SAIDA ratio 6.50(unitess) V
Area PROVIDED,permanent pool,P.. 4,060 tit` OK
Area,bottom of 1011 vegetated shelf,&�., 2,810 f°
Area,sediment cleanout,top elevation(bottom of pond),�,y 300 ft"
Volumes
Volume,temporary pool 4,010 ft' OK /
Volume,permanent pool.V,,r,� its
7,853V✓
Volume,forebay(sum of forebays if more than one forebay) 1,602 ft' /
Forebay%of permanent pool volume 20.4%% OK t/
SAIDA Table Data
Design TSS removal 90% y
Coastal SAIDA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SAIDA ratio 6.50(unitless)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool, ,,, 7,853 W
Area provided,permanent pool,7.,, 4,060 If
Average depth calculated It Need 3 It min.
Average depth used in SA/DA,Q„(Round to nearest0.5f) It
Calculation option 2 used?(See Figure 10-2b) Y (Y or N)
Area provided,permanent pool,70,,r,_pw 4,060 ft`
Area,bottom of 10f vegetated shelf,Am 2,810 fe
Area,sediment cleanout,top elevation(bottom of pond),A'.d 300 fe
"Depth"(distance btw bottom of 1011 shelf and top of sediment) 5
Average depth calculated 3.25 It OK
Average depth used in SAIDA,Q„(Round to nearest 0.511) OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N) f ?
Diameter of orifce(if circular) 1.00 in V r
Area of orifice(if-non-circular) in'
Coefficient of discharge(Co) 0.60(unitless)
Driving head(It) 0.40 It
Drawdown through weif7 N (Y or N)
Weir type (unitless)
Coefficient of discharge IQ (unitless)
Length of weir(L) f
Driving head(H) It
Pre-development 1-yr,24-hr peak flow 0.01 f'/sec
Post-development 1-yr,24-hr peak flow 1.93 f'/sec
Storage volume discharge rate(through discharge office or weir) 0.01 to/sec
Storage volume drawdown time 2,53 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3:1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width 10.0 It OK
Length of flowpath to width ratio 3:1 OK
Length to width ratio 3.5:1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided 3.4 f OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: Pump
Form SW401-Wet Detention Basin-Rev.a-9/17/09 Parts I.&II.Design Summary,Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below, If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
e- 4 1. Plans(V-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
_ -Overflow device,and
-Boundaries of drainage easement.
f L C-/o 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
oil 1-/0 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
i44SL C'5 C-lb 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
T
on the plans prior to use as a wet detention basin.
)WI L C-/D 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
v/f 5 L C"S/C"/D 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
jV15L 6.1eS 7. The supporting calculations.
r#fL 46-V 8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
oN4L qtJ " 9. A copy of the deed restrictions(if required).
AKII e 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III.Required Items Checklist, Page 1 of 1

Permit Number: 5 W-T Vt1 007
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provid RECEIVED
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet. OCT 2 2 2014
This system (check one):
❑ does ® does not incorporate pretreatment other than a fore[)WvWAR®
Important maintenance procedures:
— Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed, remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
Ion a roximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Pennit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
Fonn SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 29 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 31 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 34.6
Sediment Removal . 31 Pe anen Pool
-------------- Volume Sediment Removal Elevation 29 Dffttn.
Bottom Elevatio 30 -ft Min.
------------- -------------
Sediment Bottom Elevation 28
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

A
Permit Number:
(to be provided by DI47Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Dollar General - Chowan County
BMP drainage area number:I
Print name:George T. Barnes, Jr. - Glandon Forest Equity, LLC
Title:member/manager
Address:3900 Merton Drive, Suite 210
Phone:[phone],j022
Signature:
Date: t
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, / v - 14,7j , a Notary Public for the State of
�/1/0 , County of do hereby certify that
� F 77 /&/Uc-S d 1� personally appeared before me this-�
day of ( 2 W,6N- a)& and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, cR
�\ANN eN'"""i
` �ommissio� x/
o � �pTAgQ. ro
m to t
N
15,
'I
111111100
SEAL
My commission expires SI 4r Flo
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

October 13, 2014 RECEIVED
OCT 2 2 2014
NCDENR
Washington Regional Office (� /�
943 Washington Square Mall D V�/►�Q—V�/��A O
Washington, NC 27889
To Whom It May Concern:
Glandon Forest Equity, LLC is authorized to submit a building permit review, a septic permit review, a
driveway permit review, a stormwater permit review and a land disturbance per&iHattaw for aB
yruim
proposed Dollar General Development on the property owned by West Byrum Jr.. The speci{??ic property
is found on NC Highway 32 in Chowan County and has a Property Identification Number 689700170718
as described in the Chowan County records.
Yours Truly
w �I
West Byrum, Jr. by Virginia E. B.Vogedes, Attorney in Fact Hattie S. Byrum
Ernest Rawls Carter, Jr. a Notary Public for the State of
North Carolina County of Bertie , do hereby certify that
Hattie S. Byrum personally appeared before me this 14thday of
October 2014 and acknowledge the due execution of this authorization to submit a
land disturbance permit application. Witness my hand and official seal,
Imest pawls Carter,Jr.
North Carolina
sortie Count NOTARY PUBLIC
Notary Puooc
SEAL
11/15/2014
My commission expires
See attachment for acknowledgement for West Byrum, Jr.

STATE OF NORTH CAROMNA
COUNTY OF CHOWAN
1, Ernest Rawls Carter, Jr., a Notary Public of Bertie County, North Carolina, certify that
Virginia Elizabeth Byrum Vogedes, Attorney-in-Fact for West W. Byrum, personally appeared before
me this day, and being by me duly sworn, says that she executed the foregoing and annexed instrument
for and in behalf of West W. Byrum, and that her authority to execute and acknowledge said instrument
is contained in instrument duly executed, acknowledged, and recorded in the Office of the Register of
Deeds of Chowan County,North Carolina, in Book 407, Page 911, on the 27th day of March 2009, 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 Virginia Elizabeth Byrum Vogedes acknowledged the due
execution of the foregoing and annexed instrument for the purposes therein expressed for and in behalf
of the said West W. Byrum. ,'y,�
Witness my hand and official seal or stamp, this the /`f' day of October 2014.
_ otary Public
My Commission Expires:
nwat Rawls CS'ner,'Jr.
_ North Carolina
6ertie County
Notary Public

inlullul BK0247 G0093
F!"VA f';' )1.0-_'A7' e C 7
C
Z
X 0
() 0 1 Excise Inax -o' Kxcwdlog Tics',Book and Page
Tax Lot No., -......... p :I:odi r NO v . I,are t fie
Verified by .................. C day of 19
by ............. .._..__I... ............... ...........
Mail After recording to A
........... ...... .. ...........
This instrument was prepared by R, RA5*qf?Y_High,,_,Jr......(no. til;lo
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED wde this 2-7 th.-day of....__....October_.... 19.98. .by and between
GRANTOR GRANTEE RECEIVED
Hattie S. Byrum and West W. Byrum
West W. Byrum
OCT 2 2 2014
DWIC-)MAR0
1E.I.r to.......W.black mr...h Pass,same.so"nsol end,If-11-111sU.sain-1-1-1 1-1111,le,—P.I.Q..or 1.11.xinhh,
Th. designation Gre.tOI, ..it Grantee as used here!. shalt Include said parties,their heirs, successois,and assigns,and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for is valuable voro,id.ratiors paid by the Grantee, the receipt of ,.hick is hereby
acknowledged,has and by these presents does grant, bargain, tell and convey unto the Grantee In fee simple, all that
certain let or forest of lead situated in the City of Township,
Chowan
County,North Carolina and more particolarly described as follomA:
See Schedule A attached hereto and made a part hereof.
DEED OF GIFT
The interest transferred herein is a one-half undivided interest
in the property described in the attached Schedule A.
6897-00-57-3618 -P/O 5
6897-00-38-2036- '!1,2,&p/o 5 6887-00-82-6558 411
6897-00-55-2726 --"3 6897-00-24-5125 414
6897-00-47-1074 -94 815 - N/A
6897-00-38-9906 46 6897-00-45-2937 416 7 O7I0
6897-00-09-8157 47 6897-00-17-0713 417
6897-00-18-9746 48 7804-06-49-9208 -#18
6887-00-75-5269 49
6887-00-93-3509 410
6897-110-65-7542 411
6887-00-83-6215.. 412
....... _q6o�o1 -

BK 024 7PG 0 09 4..
The Property hrefif.b.oe described we,acquired by Grantor by instrument recorded In
A map showing the above described property is recorded In Plat Book .............- page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and .11 p,ivil.... and appurtenances thereto belonging to
the Grantee I.far simple.
And the Grantor f.v.a..t, with the Grantee, that Grantor is seized of the premises in fee giViple,has the right to convey
the..me I.fee simple that title is..ek,t.ble and free and clear of all encumbrances,and that Grantor Will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the D.,arty he,sh above described I.subject to the following exception.:
her w.hei.la he, .1. .1, h. ........e,,.or , .in......b......I In,, 1. be.11..d in 1.
be... ......h................. ..star to be be r—to&m—d by bUtr,ruy or It% Board or Directors.the O.y old year fillt
'b.'.
........................ itz.; - -- ---- - ------------------— HSYFi ----------------ea."
-----------
BY! ---------------------------------------- ------- A Wftq_'J��l is t ------------------------ MAlf
--------------- -------T........
x3elizz;
--------- - ------ - ------- -------—-11----- ---------
------------------------------------------------------
........thowle"',- --- -- .." '.here (ca.r. re 11.0
efsh". or'he ------------------ -------------- ------------------ --t.r.s'
�A ...CAFL..N...........Chowf! ---- ---_".corny.
c...11 and Sir'. "Itt" fee, -----------------------------------------
------------------ ------------------ .......
appeared before Me off,day jrj&aekuowjefttd the—cution of net forezoi,x 1,fiiruortne .1
October 98
on.on.bear ---—S0 let 11.be rest thil.1...d.Y.1 11......
sty .......... -- - -------- --- ---- --- - ----- - -- ""Let,
SEAL-SrAMP ...T.carat'-Ji-----------------------------------c...lr.
r..boo." roofer.1.e count, and.late ......b",r"u'r 11-1 ------------------------- --------------
'.1....or ram.bolero me m"..'so, ...... IbeI----he 1.----------- --------------- -
eceefa,Y of
re.ltF c—rm. one'he'-1"'o...I lot,
river..e or the or,of m<'pm.,.....,fee mra.lnx mon..—we,eltnm 1."1 be...1.1................
blelle-1.el.k.hire 11,—,—L.—I red........by.............la------------- ---------
.Itself for mors!....11i,tar reers.1 tool,Im--------for.1---------------------------is-------
North Carolina CI1b*W"dbdfftY:- -- - - - -------:.............................
To'I........ reroute...("or.---Sandr-iii. Pnblic-.o±-.Chouram-"County",.-"""""-."""..-
-------------------------------------------------- - ---- -- --- ------------------
----------------------------------- ------ ------------------------ —----------------- -------- ----------- ---- 1 1)
;:I,,, *,filled to be C111116.This Instrument led.1,it.......to or,e.1, e,1,1...1 at Us.dere re it-..11 is'he shre--I s-11 Ine-a on the
.......... ---- -----------
COYNSY
or ------ or .....".........
ic..-J-�t'i—.�rified: No Stamps: .1 old,
l
Atta ent Pages: 95-98
NG sweer,rpm..).l are r..r or, Pd..ni,ea—rnl win Na NC.ge,ze- Poole P roar,U.Int,PD,few$64 0 7.yalrqn N C,2 7M

8K0247PG0095
SCHEDULE A
TRACT P1: q certain portion of land said co <omprieo one sore a
tarsal measurement by Y. lying and being
1
Road, and known serve eco rdlnB to
Ease tad North by Warren Lrdva, bound o 8 n Chovan County on the Virginia
Y the lands of J. C, Wsrrenheon set by the Vrl genie Road, on [he
being the same real ee[ece conveyed to rranle Harris,outh b Perry. School Comm Itesemen for Sy the Church eft°,
by James C. Warren by Deed reco School
istrict N4 Thomas n Eder 4 Charles No, 3, Col., 1n Edenton Townohip°
,he office of the Register of Deeds of Chavo Sn Oced Book 2,9, Page 2A5 06 the Chovan Count n County, North CorollnaBc 108. In
Set Boo
y Reglotry, k
EXCEPTING AND E%CLUDINL THEREFROM THE IOLLONINC OES CRIHED R
'thee piece or parcel of land eitso[ed 1n Chovan Cou
bounded as Eoll ow PAL ESTATE:
South b]° East 25B.. Beginning at an iron stake on the Virginia irnt-gin of North Carolina,
Warren Grove School fet to an iron seob in the line b wets the Rood the nee
s cam and H. T. Layton which corner 'cwecn the property of
Y ore eta nd log in the line of Warren Grove Church lot.feNartintJoardly from a
Property
this day deeded to Chovan County Board of Education by H. T. La
she said S camor net add
belonging to y e being a corner line chi, deed to include all land 4
b¢Sn the said Board of Education lying \orch of the land g the sane real ,,at, corvey¢d to ll, the line herein Savage and W, J. Her ryman, meebsra of T, L°,con by De. F, a eln Eixed;
dated June 30, 1913 and recorded 1 Chavan County Board of Ed Ward, J. L.
Reglasor of Deed. of Chown Lou a cn Duey_Book M, dueacion by Dead
Y. h Caro Slnyga 454 in [he office of the
TPgCT p2: A era�--- et or parcel of land Sn Chova
'aPofnf.adjoining of said H. T, Layton,
Ha :-Bt n County, Sta[e of North Ca rollna'
viz:-Beg ianln (Cola end the Warren Crova S chaol to ndaht in Jones, k'a then Crowe
day be[w' B at an iron stake, the eastern end Other., bounded as
school an the Raardnge of Educ atlo of the line establishedf[hiswa,
$40.00 tract way°beginnind for chis land^herein react' iba con for a pare of the
each
Wca, 304 FCut to B then ac this Iron stake at the agreed price of Bosch S2 1/4 Eset 141 more, n co roar of the Warren an
rovnnl.ng ,hence South 23
a 6ca
Layton and 8 feet to en Iron sea k' in the Line d Church (col)
thence Rorchhe late Martin Jonen, between ) thence
67 Wesc SO thence North B Enat ten said It. T..
line established [his da Sbar m °^ iron 353 feet to an Iron s lot-(See dead Eron Boa Board day
egveen .aid stake, chc b-Binning In line with rake,
H. T, pay ton and the Warren Grove
h the
seven tenths acre. dueacion co H. T. La• ¢ school
A. Ward; W, J ^O4¢ or leas; Being yt°n of equal dace) containln County, North Carolyn, and I• L. Savages Cdunexeal es[n to conveyed co Dr, F.g June J0, 1915 and de H. I. Layton end w Y Board of Education of
Of Deeds o recorded in De SCa' Sonia W. La Chovan
Count f Chovvn GO�ICY, North C. Page 590 19n th; cEfitebofothe Acend ted
y Public Registr St. Book BSs[
P G 273 of the ChovanThe Register
Car above described
C. [Cal 'scats being the same d
Carlyle C. Webb, C.E., as Eallova, to-win
eaerl6ed in a plat Dude by
BEL the W ac an iron Brake an the Old Virginia
Of the Wa r hen Ltove Church property. Rasd,Cr ova Church Yt thence alongthe allorth,ezt cornet
the Warren CCavapChcy South 65° E [he line of chc Warren
P e Lhv rah pro °sc hence
alone[ co chc North net of
Church pro arty South 2 Pst t16 thence east car
corder of try° W 5` Wesc 184.0 feet g the line of the Warren Grove
fact to °L rO^ Drove Church t° a sycamore, the S nn Sroa awake on chc 2 Property; thence South 48• outhvest
fact to a point on the line .fine WE W. w. B 15, East 148
Byrum Hart Yrvm; [hence North lo• Eesc ]
along
h 65• Wes[ 287.E feet to ,run; thence
the Old Vlr O Point o -Olong the line of S3
b[ginning. R1^la Road South 25° w ^ the Old Virginia then"
W•
'.+c 119.2 feet Road thence
[o the point f
TRACT A]- Th
ru°nln at [cretin [tact
,I. B the
South 30. II of lend beginning ac a white oak, a corner tree,
'' three do eat set 116 Pairs CC a co of fouh sheet on Hunch's
Hord n line; °^d a plot; thence Notch 50°wq Pond- ,hence So anteuth 6Norch 25° East one ,,at 140 0l
_ LS° Eea[ 34 East 112 o Poles, binding °n B.yd'aa Inc me to Pit in
Po, to the first steel to t6c run of the F Y s 1 the Fish
vlfeRb the same tract of ion, ronc.lnin f.. 1 1'and; the South.
y deed land convu ycd to E 300 acres, more
Carolina recorded In office of Ra chc sold firs[ y b D °11 1ss. And
In Deed Book F Ristcr of Deeils Part y
therein mentioned • Page 311, refer Co which of Chovan Count -.Par and
See Book 6, page 410 of raby -.doch, Offltfor further descrip[fon.a and Snstrorth
hO oments
c of Register of Deeds [a chainhOWan
of cit ¢.
County..

The grantor herein exyre-sly reaerv-. from his conveyance an (10) .
f the woodland which rencprveCl n n 1.line between ORQ P -lvpA')1§& a[ a murkud pine free (a r side
cAe land to ❑ G q"a Pb till trace tad [he Ashley-LeRoy
L
R'i111ams land, end which pt . tree stands at the Southern ed,E y ekoy
"Ashley pntli'II thence run ning Scuthva rely from sold ping free along the
Ashley-runny illlliame line to an Stan stake in the Humble-t rel, s llnc;
thence run, along the Rumble-Ill r ris line in a Sorcheastuledly course to
s point when pro)ected Norchwvrdly to a point opposite said marked pine
tree, point of beginning, and from that point a atratght Linn are extended
to said marked pine tree, cite Place of beginning, would embrace eta cdly
(10) acres f woodland; and also expressly reserves from
the fomll ce n'{
>' graveyard now located oa the lands herein hls conve Yenen
about one-warn (1/1W of conveyed consisting of
here
dealgnated n a an sere. The reservations herein are to be
referred to above oca P• which map fa to be recorded In the office hereby ¢ in Plat Book No, 1, page 34. reference to which map is
Y made. as well as [a map made by David Coa, 8urvc yoY, dated December
8, the including the two tracts of land herein conveyed and the homeplace
of the
gientox herein (which homeplacc is 'not include) Ln this conve)•a ace)
for further des criPcion.
TRACT •J4: Thar certain Erect of land, being I Pert of the Bunch land and kno
as the Hans, Littleloha Place, beginning on the Coffield ditch or canal/-1-1 oak, thence South 28 1/2• Masc 1/2° Best 157 39 2/5 poles CO a a sal of a
several Poles to a stake; thence North 29 1 take; [hence South 71
trees in swamp, the T. Sri ch corner; 12• gear 75 2/5 Poles the swamp to said Coffield Chance a Southaosterl P to
courses, beingditch or canal; thence Y murea along
core or Southeas cwardly to [he plate of b -long said ditch or canal its
less, and being Lot Na, 2.of the said Bunch
containing 27 acres,
by P. HatchIN, Surveyor, October 1, 1903, been land se Appears on map made
conveyed to the Said ffrec patty of J, C And being the same tract of sale office referred Warren and wife D d land
zed the Instrument, to above in Deed Book N, page 152, y deed recorded din
e
chain of to
mentioned is herebyreference co Which deed
title, Sec Book 6, page 410 of made for further deacripcion and
Chavan County, the Office of Register of Deeds for
TRACT 115e 93,09 acres of lend in Second Township as appears
sale land made by I:. J, Berrymen, Surveyor, dated Dcc
ofie uBth The Federal mbr3 from the plan wof
of S. J. land Bank of White,A. j ember and 1ad2- pad now In
B. Dark-[, ch A. end H. D. While, A. S• lli which rondo tl o the War Grove Cburah J• Williams. No ;in Joneo iland ee ad
nde
deed of t[u °^d school lnnd; and being the Dam° land
_ S C whit us
from F. T. Layton and wife to the Fed d°acribea in s h deed of rru.E is duly recorded in E Federal Land Bank of Columbia,
Of Chowen County, North Carolina Sn ecorded he Office of AcRia described as Tract No. 1 pages 208 F ter of Deeds
F. Badham, Sn chat Certain deed etc; and !s the lend
dated December 31, 1934 end duly recorded In the1. Publicland of
CA.owan County, Norco Caroline, to H.
in deed Book 1, page 186. See Book 2, page 245.
T RA::T 96: Lying in Second Townsh,P and bounded North b
Creenhall Road co Sandy Ridge Road; Weot.by the P
Layton land; Y the road leading from.
East by the H. D, White Parking land; South b
and being she same lend cony¢ lend end contelnln Y the
Jon^ F_ Whit e, b a Yed to R. P, g-dham b g 19 acres sore or lees
In the Public R81s Rd dated January 3, 1936 recorded-to D J' White and Husband,
County Public Registry.y of Chowan County. Sec Book 2, red Book 1, Page 318
P-Re 245 of the Chowan
TRACT 97- That certain creed of look conveyed by deed from William Byrum to
R- iscr recorded in Book Pages 510 old 511
S Y� said deed being 189 o --
deed as being f booed airy l tract which crow Ss descrl6edounty
deed one-half Of hot certain goer conve in said
from 59 J, Bond, Executor of Ceor Yed to said W 2 P-Se 596. The half 8c''Bond, deceased, corded Dyrum by
ch. Bennect's Hfl therein and heroin conve ed and rota cd ed in Book
Ind one which Sarni Pond
lnunddL er the land y includes [ho to nd lying on .whoreon the buildings ar¢ -tending
wears. Refer-rce is hereby the Pt. M. Harrell r J escrioclon and cha(- of y made co the deed- herein referred ealded for many
R eg Larry. C1r1c. See Book 1, peg¢ 37 of cu for fuller
he Chowan County Public
TRACT Parker
ar eCTla Will lam Byrum homeplacc, Dame bounded North by the J
the I:est Sytumnland ast by the Old Virginia Road, (Terrapin 1(f ll Road),
and W , Parker-
eote or less oat DY the land of N. N. Herrcll, d), South by
husband, ^^d being ehc same conveyed by dead from ftorgaContainione30 Acres
W. H, Jones to W, H. Dyrum recorded Sn book " 2",
mad
adet' r fullerstryI reference to which dead and chose therein mentioned
.or fuller Q Page 439, Chowen /description nub chain oftltle. See Last W Se hereby
so !1. Byrum, recorded in Book "C", pages 60-61, CSee Lo ill ant
8ce Baok 1, page 175 of TeatomenC of
the Chown County Public Registry. oL Chowan County.
This convaya ncP ronv¢'y Raglstry,
by. the Y, six-ncventha of the 4bove land
grantee herein, W, 14. Byrum. onc-seventh being Owned

TR,1C7 09: Being the Southern tventB11�24 /P0007 /
the Xorah by the Land of Henry HI11or;( Elas tcbca of the ,ly r[lc [tact bounded on South by the hairs of Ne111e Pbrr la, y Walter Ilaorle and Ilcscer
the sane Land and Wese by the Rock Uond;
deed dui conveyed m the said Re my l'err y Hock Creek and being
y recorded In Chowan Count Y by Coorge T. Hudson and Wife by
instruments mans toned therein. Sec ..".oak ok "D", Page 474, to Id deed and
Pa Re 4 of the Chowan Public those
TRACT f10: A11 rl Registry,
Eht, title and interest of the said M. W. Morrie (same being
an undivided tut-fifths interest) in and co that ter w In exact knave a
Ce11a Harris land, containing1
by the Ifobov 6 acres, note or less, and bounded on thet�e
sky-O townrlgg land; East by the Henry Harris land; South by therBo ad
land and Wcec by the R, w, Parris land. Sec Book 2, pogo 231 0( the Chavan
\ County Public Registry,
1
-- TRACT 611: All [hoc certain [rant of land contthe M
known as the'Wa lost N. Istria land, E 10 sexes, more or less, 'miles Y.orth free Edenton located on the lands
o-tOWn Public road
bounded oo the North b seven 1, W. Byrum; on the East by lands of the W. H. Byrum lends of Cornelia Laurence and
lands of IV, H. BYrvm estate and William Brown; th eaalla; on the South by
Laurent e. Scc Bobk 2, peg[ 231 of n the Walla;
by lands Of
the Chelan County public Re gissr,. Cornelia
TRACT 912: All that certain tract of land, containing 31 acres, more or
known ---the Walter W,
Pert Harris land, bounded on Cho North b less.
Yi on the Ease he lands of Celia Harris setae¢; an theySouthsb f Henry
W H. Bond and on the West by the lands of Rose Willfnms. S
Of the Cho Wan County Public Registry, Y the lands of
Sea Eook 2, page 231
TRACT O1J: AWa chat certain tract of land containing 9.5 acres, more or lees,
known ee the Walter W. Harris land, bounded on cho Notch by lans of Rose Williams;
on the Eaas by lands of Rose Williams; on the South by lands of'I!,
H.on the Ness by lands of part' Howell, and others, Sec Book 2,
Chavan County Public Registry. 23 BOad, and
Page 231 Of the
'""CT 0"' All that certain tract of known as the Warren land, land, concafning 101 acres, more or 1
Williams; on the East g bounded on the North by lands of -, J, Rumble and less
Hare; and on the W y lands of Eli T, Byrum; on Che South b
Book 2, Page 231, Chov y lands of Aara Cta Bonner and W. it Byrum estateands . BSao
an County Public Registry,
TRACT 015 All that
Chowan County, parcel of land located at Valhalla, Cdenton Township,
\, the East right of North Carolina, described as follows: peglnning at a point in
Railroad, whit of my line. of,the former Suffolk Branch of the Norfolk Southern
which point theme
opposite -cation 2272+71.4 of sa id'former'Suffolk
Stanch, and tanning thence stuthwardly along said cos[ right of wa
tees to the ln[ceeceelon of the county road with said ease right of way thence along the West side of y line 775
the ro etr said county road by varying courses 692I act to
P P y line between C„aHbeginum and W H. Byrum; [honed West along sold
Property line 260 E¢ee to
together with the building [hereon. See Containing 3.7 acres more or less,
Public RCOBtry, page 151 of the Chowan County
TRACT 016• That certain cracc of woodland containing part of the Anthony J, Williams-D. o. Ca r ten (10 deceased b pe land conveyed CO acres and befog a Y D. W. RaPer and wife by deed recorded in office of nReglster of Williams.
in Chows^ County,.North Carolina In Deed Book F, page 311 and b
(10) acres of Woodland reserved In deed from ,ln then
Byrum recorded sing the same Geri
(10 act in the aforementioned office f y James itf lliama co W, W
es of woodland is particularl described Deed Book 6, Page 410, Wh3c4 too
description is hereby adopted and ¢ale escribed In decall in said d detail herein, Reference Is he, madert hord.f both oEas fully -secetvcnlnsaid
to map ctvarin as 1f
dated Au 9, 195 CAn (30) acres of the aforementioned deeds and
Suac 19, 1954 and recorded he -land m de by Cn rlylc C. Webb,
l'Clerk
o J4 and co teem 1 in in the -far dmancioned office 1 C. E. -
Clerk of Superior Court howl 0( Anthony J. Williams n Plat Book No.
for further description and Choven County, porch Carolina rin Wded 1n office of
County Public Registry, ehnln of title. Sec Book 11. Page 1178 book
the pChovan
The above described property is Intended to include all of the "Farmland"
W, Byrum, deceased a6 devised Co Cran[or herein by the Will he W.
recorded in W1 "XIN a of W, ;
for Chowan Count Book t page 297 Of the elf lee of W. Byru?t
County. Clerk of Superior Court
SAVE AND EXCEPT from Cho above described propercfea these ceicat
DeedParcels of land heretofore conveyed as described in Deed gook )
Book gook 8 ea page 414, n tracts or
Book 11 Deed Hook 9 at Page 277, Dead Book 11 aor Page 192,
Book 18 a at Peg° , ), Deed Book 13 At page 590, need Book 1) page 448, Geed
Book 116 atPaoe )7, Decd Book 105 at page 00,90, D Book 10) at at Page 471,.Dead
Page 320 and Deed Book 124 at page 249 Pagc575, Deed

UK024IPGO096
TRACT 917: BEING the properly conveyed by deed from W.H.Byrum to W.W.Byrom,
dated September 14, 1917,and recorded in Deed Book N,page 212,Chowan County
Registry. The one-half undivided interest being conveyed herein is the interest devised to
the Grantor by the Will of W.W.Byrum,Sr.,which is of record in the office of the Clerk
of Superior Court of Chowan County. Reference is made to Deed Book N,page 212 and
the Will of W.W.Byrum for further description and chain of title.
There is excepted from the foregoing described parcel of land the lots or parcels described t
in the following deeds: Deed Book 7,page 192;Deed Book 8,page 107;Deed Book 8,
page 414;Deed Book 11,page 517;Deed Book 13,page 590;Dced Book 17,page 471;
Deed Book 18,page 77;Deed Book 105,page 30;Deed Book 107,page 535;Dced Book
116,page 320 and Deed Book 124,page 249.
The foregoing described parcel of land,less the exceptions listed is also.described as
Tract No.0713 on Map 6897,Land Rewrds offcc of Chowan County..
TRACT 918: THOSE certain lots or parcels of land located on West Eden Street,Town
of Edenton,North Carolina,beginning at an iron pipe,set on the Northern margin of the
right of way of West Eden Street at its intersection with the Bast boundary line of the
Clarence Leary,Jr,property and rurming thence North 9 deg.Bast 152.2 feet to an iron
pipe;thence South 70 deg.30 min.East 167.50 feet to an iron pipe Set in the Western
margin of a 10 foot alley;thence South 19 deg.30 min.West along the western margin of
said alley UO feet to an iron pipe set in the Northern margin of W'.Eden Street;and
thence North 70 deg.30 min.West along the Northern margin of Eden Street 138 feet to
the point of beginning.
For further description,reference is made to Plat of said property made by W.Leslie
Morgan,Registered Surveyor,dated August 9, 1956.
r; \
J

lunnn(( OK0247P 0099
w I 4wrL... �t I.U.2,1c�f l Qt�_
ta
u
�' ) E[clae Tat —O Recording"Me.Book end Pita
Tax Lot No._. parcel Identiner No e
Verified b
Y���J ...., Lfl ^�__. County on the � daY o[ �07/C/ytb-!i,„ 19
by
Mail after recording to ......A Hgc,$!.t2Y. Mi,gha .Jr..
This instrument was prepared by._W._.Hackney...High.r._Jr......(no...ti.tle search performed-) -- -----
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this�8.th day of _ ....___Q.ct.Qkler. .. ......, M 98__,by and between
GRANTOR GRANTEE
West W. Byrum and Hattie S. Hyrum
Hattie S. Byrum
Cn,er,in uPvaprl.la 4bek for...h p>rlY: nam<,addreay and,If apP[oprl>lp Nraracler of enlilt,<.e,carpomllen er parintrealp.
The designation Granter and Grantee as used herein Shall include Said parties, their heirs,aucceseel'8,and a981gn9. and
shall include singular, plural, masculine, feminine or nculer as reanked by context.
k9TNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of __._... ___.. .._. _.. _... Township,
ChoWan _.....Crawly,North Carolina and more particuLvly described as follows:
See Schedule A attached hereto and made a part hereof.
DEED OF GIFT
The interest transferred herein is a one—half undivided interest
in the property described in the attached Schedule A-
6897-00-57-3618 -p/o 5
r 6897-00-38-2036 -1,2,Bp/o 5
6897-00-55-2726 - a3
6897-00-47-1074 -H4
6897-00-38-9906 46 6887-00-82-6558 413
6897-00-09-8157 -if7 6897-00-24-5125 -814 Z
6897-00-18-9746 -N8 /I15 - N/A q 61tk.
6887-00-93-3509 410 6897-00-45-2937 -ril6 L,rQp
gg�� 6897-00-05-7542 -ril1 6897-00-17-0713 -ri17 -\
pd�� 6887-0' 0-83-6215 -ri12 7804-06-49-9208 -M18

8K0247PGO 100
The iff-pe,ty haremalhave described was acquired by Grantor by Instrument recorded lit
A map showing the above described property is recorded In Plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee. that Grantor is seized of the promises in fee simple,has the right to conveY
the same in fee simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and
defend the title Against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Lf, sallskxs In. 01-1.1 as are..1. 1., a.. ban. of 1,—'—.1..,...'a,III. In"nar'.'. A."load an
.A A. by 11.1.1,..urbel-a wocar, ad .feel 1.a. Reunto Affixed by lolh,why A If ..aid of the day and Year We%
—hH.A.,
------------------------------------- ............. ----------- ———--------------------------(SEALI
ar
--------------------------------------------------- -------
..................Prelident
ArT.sT'
---l—-------------------- ------------------ -- — --Esual.)
.............----- - ----------------- --------------------
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8K0247PG0101
SCHEDULE A
TRACT 01; A ..train portion of land said actual ens known co cdmprlae one acre according to
Road, and known
by na Warren
Cy, to and being in Chowan County on the Virginia
Grdve, bound on the West by the Virginia Road° on the
East and North by the lend. of J. C. Warren, on the South by the Church site,
being the same real estate conveyed to Dennis Harris, Thomas Wilder 6 Charles
Perry, School Committeemen far School district No. 3, Col., in Edon ton Tovaehip,
by James C. Warren by Deed recorded April 1, 18B4 in Deed 0o In Ed
the in
office of the Register of Deeds of Chowan County, Notch Carolina, See�eook
9, page 2A5 0f. che Chowan County Registry,
EXCEPTING AND EXCLUDING 'THEREFROM THE FOLLOWING DESCRIBED REAL ESTATEI
That Piece or Parcel of lend .it. led in Chowan County, State of North Carolina,
bounded as follows:. Beginning et an iron sta South 67° East fact ke on the Virginia Road thence
Warren Grove Schh0000 to an iron slob in the line between the property of
l end sycamore standing H, T. Layton which Corner Ss 304 feet 1✓arthwardly from A
property this day in the line of Warren Grove Church lot. Mersin Jon.. add
deeded to Chowan County Board of Education by H. T. Layton 6
wife the said Sycamore being a corner line this deed to include all the land
belonging to the said Board of Education lying North of the line herein fixed;
being the sane)reaev estate Conveyed to H. T. Layton by Dr. F. A, Ward,
Savage and W,
dated June J0, 1 }noon, meebere of Chovon County Board of Education by Deed
Ae gleter o£ Ds.de15 and recorded in Deed Book M, page 454 in the office of the
of Chowan County, North Cerolin a.
TI. CT 02: A tract or parcel of land in Chovan County, State of Xorth Ca
adjoining the land. of said H. T. Layton, the lac. rolina;Martin Jonas, Warren Grove
Baptist Church (col) and the Darren Grove School and others, bounded en follow.,
vie;-Beginning et en iron stake, the eastern end of the line established this
day between the Board of Education and sold N. T. Layton for a pact of
school trace exchanged for this land herein described, at the Agreedne
540.00 each we ice
of
West 304 Y beginning then at this iron stake and running thence South 23
fee. to a Sycamore, s corner of the Warren Grovd Church (col
Bauch 52 1/4 Eeee 148 Lee[ to an iron stake In the
Layton and the late Harlin Jones, line 3 fast
said �, tied[.
_ [hence North 67 Rest 50 thence Notch 8 East 35l feet w an iron stoke,
line established Chia da feet co an iron stake, the beginning in line wit h the
to[- Y between said H. T. Layton and the Ivarren Grove school
(See deed from Board of Education to H. T. Layton of equal date)A.seven tenths acres dare or less; being the same real containing
o conveyed to Or. F,
County, North Carolina H escn t
Ward;
n l J. Berryman, end J. L, Savage, County Board of Education of Chowan
Co de , T. Layton and wife, Nonie It. Layton by Deed dated
Of Deeds ofChowanrCountya NorttheCarolina,ook III page 598geo Book in the office of the Register
P ublic Registry. page 275 of the Chovan
The above described real ..tote beinE the same described in a
" Carlyle C, Webb, C.E., es follova, to-wit: plat made by
BEGINNING at an ,on stake on the Old Virginia Road, the corner
Of the Warren Grove Church property; thence along the l Northwest
Grove Church property South 65° East line of the IVcoren
ne 232.6 feet to the Northeast corner of
she Warren Grove Church Property; thence along the line of the Warren Grove
Church property South 25° West 184.8 feet In a sycamore, the Southwest
corder of the Warren Grove Church property; thence Souch 48° 15,
feet to an iron stake on the line of W. W, 0 Easc 148
fee[ to a point on the yrum; thence Notch 10° East 353
Byrum torch 65° W line of W, W. Byrum;
g e Old Virginia Road Souc R
thence slang the line of W. W.
' est 287.6 fee[ to a point an the Old Virginia Road; [hence
beginning.
alon th
h 25° Vent 119,2 feed to the pointoa of
TRACT ,93: That certain ¢act of land beginning at a white oak, a corner st
line,nthreence dogwoodsl 30 and aapine1G Poles to a thence corner of
140[ ere es on Bunch's
tree,
Boyd'. line; thence North 25° East 110 poles. Poles co a maple in
Pond; thence South 60° East 112 poles to the running on Boyd's line to 45° Cast 34 Poles to the f [hc Fish Pond; the Fish.
being the tam first station, Containing [hence South
e trace of land conveyed to the said'fl(10 acres, more or lees. And
Wife by deed recorded in office of Register of Srsc party by D. N, go ter and
Caroline in Deed Book F. g Deeds of Chowan County, North
therein mentioned is hereby age J11, reference to which deed and the in scruments
See Book 6, Page 410 of a made for further desceiptlon and chain of
the Office of Register of Deeds for Chowan County.

The grantor herein axpre0ylps a7el;7Ah 4rpP,9is tonva aE the ntwoodland C Whiah re &&rr4466�6ff..1lfinn f�dd HH bb ddlf ffAA y°^CO CO^ (10) tree
l in¢ between the land In the above described trace and thed e Ashleine y Le Roe (ay ids
killiams land, and which pine tree stands at the Southern edge of the
"Ashley path") chance running Southwardly from said Pine tree along the
Ashley-LeRoy Williams line to an Iran stake in the Rumble-Ilarris line;
thence running along the Rumble-Ilarris line in a Ncrtheastwardly course to
a Point when projected Norchwardly to A point opposite sold marked pine
tree, point marked
beginning, and from that point a straight line were extended .
to said mocked pine tree, the place of beginning, would embrace exactly can')'i
,(10) acres of woodland; and also expressly resorwea from this conveyance
the family graveyard now located on cho lands herein convoyed consisting Of'�'
about one-tench (1/10) of an acre. The reservations
horoin are co be
hereafter designated one ma P, which muP 15 to be recorded in the office
referred to above in Plat Book No.
hereby made,.as Well as to 1, page 74, reference to which map is
map made by David Cox, Surveyor, dated December /
8, 1921 including the two tracts of land herein conveyed and the homeplace
of the grantor herein (which homeplace Ss not included in his conveyance)
for further description.
TRACT 94: Thee certain tract of land, being a part of the Hunch land and known
as the Henze Littlejohn place, beginning on the Garfield ditch or canal at a'
water oak, thence South 28 1/2' West 39 215 poles Co a stake; thence South 71
1/2' Weat 157 poles to a stake; thence North 28 1/2' East 75 '2/5 poles to
Sevthe s.l,trees 1n sump, the T. Smith corner; [hence A Southeasterly course along
the swamp to said Garfield ditch or canal; thence along -aid di cch or canal it,
being Southeastwardly to the place of beginning, containing 27 acres,
more or leas, and being Lot No, 2 of the Wald Bunch land as appears on map made
by P. Matthews Surveyor, October 1, 1903. And being the same tract of lend
conveyed to the said first party of J, C. Herren and wife by deed recorded !n
e in Deed Doak
S-aeice
is hereby mademadege 5forrfur[herfarence to Which description eend
Chain of title, See Book 6, Page 410 of the Office of Reglethe of Deeds for
Chowan County. -
TRACT H5: 93.09 acres of land in Second Town-hip ea appears from the plat,of
said land made by W. J. Berryman, Surveyor, dated December 30, 1922, and now on
file With The Federal Land Bank of Columbia, S, C., Which lands adjoin the lends
Of S. H. Parker, J. A. and H. D. White, A. J. Williams, Martin Jones lend and
cho Warren Cso va Church sad school land, end being the coma land dn°crib°d in A
deed of trust from H. T. Layton and wife to the Federal Land Bank of Columbin,
S. C•, Which deed of trust is duly recorded In the office of Register of Deeds
Of Chowan Countys North Carolina In Book 32, pages 208 etc; and 1s ,1
described as Tract No, I in that certain deed from R. C. Holland, the lend _
P. Badhem, dated December 31, 1934 end duly recorded in the P Trustee. [o R,
Chowan County, North Ca[o line, in deed Hook Public fteglatry of
1, page 186. See Book 2, peg. 245,
TRA::T ,76: Lying in Second Township and bounded North by the road leading from
Greanhall Road to Sandy Ridge Road; West by the Perkins land; South by the
Layton land; East by the H. D. White land and contalnlnR 19 ecSoute. more or lees
and being the same land conveyed to R. P. Badham by Carolyn J. White And Husbands
John F. White, by deed dated January 7, 1936 recorded in Deed Book is page 318 '
In the Public Registry of Chowan County.County Public Registry. See Hook 2, page 245 of the ChoWAn
TRACT 07, That cercaln tract of land conveyed by deed from William Byrum [o
Sarah E. Ilarrell and recorded in Book "D", pages 510 end 511 Chowan County
Registry, said deed being dated May 0, 1895, which [tact ie described in sold
deed as being one-half of.chat certain tract conveyed to said William Byrum by
deed from E. J. Bond, Executor of George Bond, deceased, end recorded in Book
"z", page 596. The half therein and herein conveyed Includes the land lying on
Cho Bennett', Nill Pond and includes the lend Whereon the buildings Are standing
and on which Sarah E. Harrell and her husband, M. M. Harrell resided for many
years. Reference is hereby made to the deeds herein referred to for fuller
description and chain of title. Sea Book 1, Page 37 of the ChoWAn County Public -
Registry,
TRACT de: The William Byrum homep
ld Seth Parker land; Best by the Old laces same bounded North by the J.
[he west By B. Perker-
Virginia Road, (Terrapin Hill Road), South by
rum land and West by the land of M. M. Ilarrell, containing 30 acres,
more or leW.ss and being the same conveyed by deed from Margaret A..Jones and
husband, gi N. Jones to W. H. Byrum recorded in Hook "Q2", pap[ 479, Chowan l
County J1eR Sstry; reference to Which deed and [hoe. thA,Oi. "It loned in hereby
made for fuller description Wad chain of,title. Se. Last Will and 'Teatamere of
k' H. Byrum, recorded in Book•"G", pages 60-61, Clc Clark'. Office of Chowan County,
See BooP. 1, page 175 of the Chowan County 0ublic Registry.Of
This conveyance conveys e1x-aevenths or the above lend, o�e•eeventh being owned
by lha grantee herein, W, IJ, Byrum.

TRACT 09: 'Being the Southern twenty (20) a0t1`e0 C4t7 PG 0rcl¢ tract bounded on
Or
'he North by the land of Henry Mille r; East by Walter Harris and heater bond-,
South by the heirs of Nellie Morris, and West by the Rocky Hock Creek and being
the sane land conveyed to the said Henry Perry by George T, Hudson and wife by
deed duly recorded in Chovan County in Book "D", page 474, laid deed and those
inscrumantA mentioned therein. See Book 2, page 4 of the Chowon Public Registry,
TRACT 010: All right, title and interest of the said R. W. Harris (sam an undivided two-fifth, interest) in and to that certain trace knoe being
Celia Harris Land, containing 16 acres, more or lees, and bounded on the North wn m as the
by the Hobowsky-Brownrlgg land; East by the Henry Morris land; South by the Bond
land and West by the R. W. Harris lend. See Book 2, page 231 of the Chovan
County Public Registry.
TRACT
011: All that certefn tract of land containing 10 acres, morn or less,
known as the'Wa leer W. Harris land, 10"ted'on the Morristown `
Piles North from Edenton bounded on the North by lands of Corneliailewrenc all,an
W. W. Byrum; on the East by lands of the IJ, H, Uyrum estate;Cne the Borth by
lands ce IJ, H. Byrum estate and William Brown; on the West by lands of Cornelia
Lawrence. Sec Bobk 2, page 231 of the Chowan county Public Registry.
TRACT "" All that certain tract of land, containing 32 acres, more or leas,
known as the Walter W. Harris land, bounded on the North by lands of Henry
Perry; on the East by lands of Celia Harris estate; on the South by the lands of
W. H. Bond and on the West by the lands of Rose Williams. See Book 2, page 231"
of the Chovan County Public Registry.
TRACT d13: All that certain tract of land:containing 9.5 acres, more or less,
known as the Walter W. Harris land, bounded on the North by lands of Rose Williams;
on the East by lands of Rose Williams; on the South by lands of 14. H. Bond, and
an the Weat by lands of Mary RGIA211, and others. Sec Book 2, page 231.of the
Chovan County Public Registry.
'TRACT pld: All that certain tract of land, containing 101 acres, more or less,
known as the Warren land, bounded on the North by lands of J. J. Rumble and Jim
Williams; on the East by lands of Eli T. Byrum; on the South by lands of B. C.
Hare; and on the West by lands of Annetta Bonner and W. H. Byrum estate. See
Book 2, page 231, Chovan County Public Registry.
TRACT "" All that parcel of land located at Valhalla, Edenton Township,
Chovan County, North Carolina, described as follows: Oegin Ping ac a Point in
the East right of way line of the former Suffolk Branch of the Norfolk Southern
i Railroad, Which ingrt[ Ss opposite station 2272+71.4 of said former Suffolk
.- french; and running thence southwardly along said east right of way line 775
feet to the intersection of the county road with said east right of,way line;
thence along the West side of said county road by varying courses 692.feet to
the property line between W. 4, Byrum and W. H. Byrum., thence Wes[ along said
property line 260 fee[ to the beginning, containing 3.7 acres more or less,
together with the building thereon. See
Public Registry. Book 4, page 151 of the Choose County
TRACT 016: That carte in tract of woodland containing ten (10) acres and being a
Part of the Anthony J. Williams-D. H. Raper land conveyed to Anthony J. Williams,
din eceased by D. W. Raper and wife by deed recorded In office of Register of Deeds
Boo
(10)howan AcresCofnvoodlandereaerved Carolina n i deaddfromkAnthony James F. page 311 a Williams toeW. W. ten
Byrum recorded in the aforementioned office in Deed Book 6, page 410, which ten
(10) acres of woodland is particularly described in detail in said.deed and said
description is hereby adopted and 'lade part hereof as fully as if sec out in,
detail herein. Reference is hereby made to both of the aforementioned deeds and
to map covering.said ten (10) acres of woodland made by Cnrlyle E.
dated August 19. 1954 and recorded in the aforeC.
1, Page 34 and to Item 1 in Will of Anthony J, Wlllfams retarded in ffice of
o
ook No.
Clerk of Su mentioned oEf C. Webb,iea in Plat DC.perior Court In Chowan County, North Carolina In W111 Book I, page 19
for further description and chain of title. Sea Book 11, page 178 or the Chovan
County Public Registry.
The above described property is intended to include all of the "Farmland" of W,"..
W. Byrum, deceased as devised to Grantor herein by the W111 he "FW. r Byrum
recorded in Will Book "I" at page 297 of the office of Clerk of Superior Court '
for Chovan County.
SAVE AND EXCEPT from the above described properties chose certain tracts or
parcels of land heretofore conveyed as described in Deed Book 7 at page 192.
Deed Book 8 at page 414, Deed Book 9 at page 277, Deed Book 11 at page 468, Deed
Book 11 at page 517, Deed Book 13 At page 590, Deed Book 17 a
Book 18 at p g t Page1,, ed
ae 77, Deed Book 105 at page 30, peed Book 107 at page 47 47 Deed
Book 116 At page 320 and Deed Book 124 at page 249.

OK0247P60104
TRACT 017: BEING the property conveyed by deed from W.H.Byrum to W.W.Byrum,
dated September 14, 1917,and recorded in Deed Book N,page 212,Chowan County
Registry. The one-half undivided interest being conveyed herein is the interest devised to
the Grantor by the Will of W.W.Byrum,Sr.,which is of record in the office of the Clerk
of Superior Court of Chowan County. Reference is made to Deed Book N,page 212 and
the Will of W.W.Byrum for further description and chain of title.
There is excepted from the foregoing described parcel of land the lots or parcels described '
in the following deeds: Deed Book 7,page 192;Deed Book 8,page 107;Deed Book 8,
page 414;Deed Book 11,page 517;Deed Book 13,page 590;Deed Book 17,page 471;
Deed Book 18,page 77;Deed Book 105,page 30;Deed Book 107,page 535;Deed Book
116,page 320 and Deed Book 124,page 249.
The foregoing described parcel of land,less the exceptions listed is also described as
Tract No.0713 on Map 6897,Land Records office of Chowan County:
TRACT 518: THOSE certain lots or parcels of land located on West Eden Street,Town
of Edenton,North Carolina,beginning at an iron pipe,set on the Northern margin of the
right of way of West Eden Street at its intersection with the East boundary line of the
Clarence Leary,Jr.property and running thence North 9 deg.East 152.2 feet to an iron
pipe;thence South 70 deg.30 min.But 167.50 feet to an iron pipe set in the Western -
margin of a 10 foot alley;thence South 19 deg.30 min.West along the western margin of
said alley 150 feet to an iron pipe set in the Northern margin of W.Eden Street;and
thence North 70 deg.30 min.West along the Northern margin of Eden Street 138 feet to
the point of beginning.
For further description,reference is made to Plat of said property made by W.Leslie
Morgan,Registered Surveyor,dated August 9, 1956.
�J

RECEIVED
TRIANGLE
4006 Barrett Drive,Suite 203
S I T E D E S I G N Raleigh,North Carolina,27609
Q C I 2 J 2014 TEL [phone]
Transmittal DWQ-INARO
Date: October 17,2014 Job Number: 004074
Project Name: Dollar General—Chowan County
To: NCDENR
Stormwater
943 Washington Square Mall
Washington,NC 27889
252-946-6481
We are sending these by
❑ U.S. Mail ® UPS ❑ Hand Delivery
❑ Other
We are sending you
❑ Attached ❑ Under separate cover via thejollowing items:
❑ Shop drawings ® Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Copies Date No. Description
2 Civil Site Drawings
1 Stormwater Permit Application Form
1 Stormwater Fee($505.00)
1 Agreement for Purchase and Sale of Real Property&Current
Property Deed
1 Limited Liability Company Annual Report
2 Operation&Maintenance Agreement
2 Calculations
1 Design Supplement
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and continent ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
Copy to: Signed:
att Lowder,PE

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E-Filed Annual Report
4 LIMITED LIABILITY COMPANY 7990361
ANNUAL REPORT Do not data enter manually.
NAME OF LIMITED LIABILITY COMPANY: Glandon Forest Equity, LLC
REPORT FOR THE YEAR:2014 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C.ID NUMBER: 0851022
NATURE OF BUSINESS: Real Estate
REGISTERED AGENT: Hepps, Sherri RECEIVED
�/
REGISTERED OFFICE MAILING ADDRESS: 3900 Merton Drive, Suite 210
Raleigh,NC27609-6635 OCT 2 2 2014
REGISTERED OFFICE STREET ADDRESS: 3900 Merton Drive,Suite 210 �y
Raleigh,NC 27609-6635 !fake County D Y V,n� `a � V��9 AR®
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 3900 Merton Drive, Suite 210
Raleigh,NC 27609-6635
PRINCIPAL OFFICE STREET ADDRESS: 3900 Merton Drive, Suite 210
Raleigh,NC 27609-6635
Company Officials:
Naine: George T.Barnes h:
Title.:Member
Address:
3900 Merton Drive, Suite 210
Raleigh, NC 27609
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
George T.Barnes Jr.,by Sherri Hepps-Office Manager 4/8/2014
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
George T.Barnes Jr.,by Sherri Hepps-Office Manager Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE:E-Paid MAIL TO: Secretary of State•Corporations Division•Post Office Box 29525 •Raleigh,NC 27626-0525

RECEIVED
OCT 2 2 2014
REn LTORS' CC�� ,,��,,
C011 mercialAillance AGREEMENT FOR PURCHASE AND SA1p�.pWeI1,111 AR®
ee®m North Carolina Association VV �i
ofREALTORSO
THIS AGREEMENT,including any and all addenda attached hereto("Agreement"),is by and between
Glandon Forest Equity LLC
a(n) North Carolina limited liability company_,__--.("Buyer"),and
(individual w Sono of formation and type of entity)
West W. e ny im.actinEthrou h Viryinisl Ltlzabelh Eyrum VocLes,Attorne_y-in-Fact,& Hattie S. Ryruln
a(n) Individuals
(individual or State of formation and type of entity)
FOR AND IN CONSIDERATION OF THE MUTUAL PROMISES SET FORTI-I DERF.IN AND OTHER GOOD AND VALUABLE
CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY ACKNOWLEDGED, THE PARTIES
HERETO AGREE AS FOLLOWS:
Section 1.Terms and Definitions:The terms listed below shall have the respective meaning given them as set forth adjacent to each -
term,
(a) "Property": (Address)Al, iproximatol�r t65,acres at the northwest corner of Virginia Road and Rocky,Hock RoadJ. _
Edenton NC
Plat Reference: Lot(s) N/A ,Block or Section N/A ,as shown on Plat Book or Slide
N/A at Page(s) N/A NIA County,consisting of___ _. NIA ...,..__acres.
-- t
If this box is checked, "Property" shall mean that property described on Exhibit A attached hereto and incorporated
herewith by reference,
i
_ (For information purposes: (i)the tax parcel number of the Property is: .NC PIN 6897-00.17,0718 ..,,.�;and, j
(ii)some or all of the Property, consisting of approximately _.1.65 acres,is described in Deed Book 247
Page No. 99 Chowen County.)
i
together with all buildings and improvements thereon and all fixtures and appurtenances thereto and all personal property, if any,
itemized on Exhibit A.
I.
99,000.00 (b) "Purchase Price"shall mean the sum of ninety nine thousand ..... ._......—_
_Dollars,
payable on the follmpblg terms:
$ 1�000.00 (i)"Earnest Money"shall mean-,_._ ,,,_,, one thousand _._Dollars
or terms as follows: _. ._....._. __.__. _.............— .._..___..._ I
Upon this Agreement becoming a contract in accordance with Section 14, the Earnest Money shall be
promptly deposited in escrow with Weathers�roon&Voltz LLP_Tru_st Account,..-„_ .._ ._
(name of person/entity with whom deposited), to be applied as part payment of the Purchase Price of the
Property at Closing,or disbursed as agreed upon under the provisions of Section 10 herein.
Page 1 of 8
This form jointly approved by: STANDARD FORM 580-T
03 North Carolina Bitr As;I
tciadou Revised 7/2013
REALTOam North Carolina A`sso ;`ion of REALTORS®,Inc. 0 7/2013
Buyerinitials Seller Initials l'US
This form produced by, FbrMuletor 4* 8004D9-9612

v;'�- w wy; 31-mpm-w.;L- f 'T J�;Ak aW,7'Al, 4137
NORTH STATE BANK
GLANDON FOREST EQUITY, LLC RALEIGH,NC 27609
3900 MERTON DR.SUITE 210 66-12351531
RALEIGH,INC 27609 9126/2014
PAY TO THE
ORDER OF NCDENR $ '505.00
Five Hundred Five and 00/100"... DOLLARS
NCDENR
MEMO AUTHORIZED SIGNATURE
Edenton
115009437110 1:0 S 3 1 L 2 3 S 61: 052005949114
GLANDON FOREST EQUITY,LLC 913 7
NCDENR 9/26/2014
Edenton 505.00
OCT 2
A %0
DWQ,JPVAvf ' FUD
North State Edenton 505.00
----- -- ---- ------------ - --------------- - -- —1-- ........

Compliance Inspection Report
Permit: SW7141007 Effective: Expiration:
Project: Dollar General-Edenton
Owner: Glendon Forest Equity LLC
County: Chowan Actress: NC Hwy 32 Virginia Rd
Region: Washington
City/State/Zip: Edenton NC 27932
Contact Person: George T Barnes Title: Phone: [phone]
Directions to Project:
Project is located at the northwest corner of the intersect of US Hwy 32&Rocky Hock Rd.
Type of Project:
Drain Areas:
On-Site Representative(s):
Related Permits:
Inspection Date: 11/14/2014 Entry Time: 11:15AM Exit Tlme: 12:15PM
- Primary Inspector: Samir Dumper Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
page: 1

Permit: SW7141007 Owner-Project: Glandon Forest Equity LLC
Inspection Date: 11/14/2014 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Site wooded and vacant-as shown on plans. Soils test performed. Coresponds with provided information.
page: 2

Storm Water & Erasion Control RECEIVED
Design Calculations
Cktoler 17, 2014 OCT 2 2 2014
DWQ-WARO
Dollar General Development
NC Highway 32
Virginia Road
Chowan County, NC
Prepared for. ```,,,;,,,,,,,,,����
Glandon Forest Equity, LLC �o,.`a�ct.CA,n0�,�%,,A.
3900 Merton Drive, Suite 210 �a�FESS�09
Raleigh, NC 27609 SEAL
[phone] = 2444��
N�IN F.
Prepared by
Triangle Site Design, PLLC
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
[phone]
NC License# P-0619
TRIANGLE
S I T E D E S I G N

TABLE OF CONTENTS
OVERVIEW
STORMWATER NARRATIVE
FIGURES
SOILS SURVEY&SOIL INFORMATION
SHWI'DETERMINATION
USGS TOPOGRAPHIC MAP
FEMA FIRM MAP
DRAINAGE AREA MAPS
WATER QUANTITY/QUALITY
WET-DETENTION POND
NCDENR DWQ BMP SUPPLEMENT
CJ VALUES
PRE-DEVELOPMENT HYDROGRAPHS
POST-DEVELOPMENT HYDROGRAPHS
TIME VS.VOLUME(STORAGE)
TIME VS.ELEVATION(STAGE)
ELEVATION-VOLUME-FLOW SUMMARY
POND OUIY.ET/STRLAafURE SUMMARY
EROSION CONTROL CALCULATIONS
RIP-RAP APRON
SKIMMERBASIN
TEMPORARY DIVERSION DITC-I

OVERVIEW
Bac round
This report contains the storm water and erosion control calculations for the proposed Dollar General
retail site. The project site is located in Chowan County at the intersection of Virginia Road(NC Hwy 32)
and 158 and Rocky Hock Road(SR1222). The site is currently undeveloped with woods and open space.
The proposed project site consists of 1.61 acres (after property subdivision) and will be developed as a
Dollar General retail store. Approximately 7 acres will be disturbed as part of this project for the
construction of the site improvements.
The site is not within a flood zone area per FEMA Firm maps and the site does not drain to SA waters.
The proposed site is within the Chowan river basin.
The proposed storm water management facility(wet detention pond) outlined in this report has been
designed to treat a unpe us areas of the development. The development of the site will result in an
impervious are of 32,327sf(0. 4ac)(46.1% impervious). The site grading and storm drainage systems are
designed to co ter runoff from the impervious areas of the site to the wet-detention pond.
The pond is designed to trear-a-&—ai—nage-Ara of 1.3ac with an impervious area ac to t nd. The
pond is designed to t at a 1.5" storm(co tal count} and is designed to t for 90% T'SS.
Erosion Control
Erosion control measures have been designed in accordance with the Chowan County&NCDENR
erosion control standards and regulations to minimize sediment laden runoff from exiting the site. Silt
fence will be installed along the low sides of the site prior to construction. The construction entrance will
be installed prior to construction commencing. Inlet protection will be installed around all existing inlets
and will be utilized for the proposed curb inlets and drop inlets. A skimmer basin will be used to treat
stormwater runoff prior to leaving the site. Accumulated sediment within the project site will need to be
removed and the pond constructed to final design conditions prior to final acceptance of the project.
soils
The Chowan County Soils Survey indicate that Echaw fine sands are present on the site.
Site Stabilization
After final grading is completed,permanent vegetation shall be applied in accordance with the seeding
requirements and landscape plan for this site.

FIGURES

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Hydrologic Soil Group—Chowan County,North Carolina
Hydrologic Soil Group
Hydrologic Soil Group—Summary by Map Unit—Chowan County,North Carolina(NC041)
.Map unit symbol apunit na .Rating. Acres in ACI f Percent of ACI
E
Va8 --_ _— Percent slopesd,0 to 6 A 0.1 921°0'
Totals for Area of Interest _ _ __ _ __ _ 3.21 100.0
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation,are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D)and
three dual classes (AID, BID, and CID).The groups are defined as follows:
Group A. Soils having a high infiltration rate(low runoff potential)when thoroughly
wet.These consist mainly of deep,well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture.These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential)when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
USpq Natural Resources Web Soil Survey 8/29/2014
Conservation Service National Cooperative Soil Survey Page 3 of 4

PO Box 1387
Richlands, NC 28574
Phone; 910-330-2784
[e-mail]
July 21,2014
Mr.George Venters
Vanguard Property Group
3900 Merton Drive
Suite 210
Raleigh,NC 27609
Dear Mr.Venters:
The following is a summary of the soil profiles taken at the proposed Dollar General site located on Rocky Hock
Road in the Rdenton area of NC. The purpose of the evaluation was to determine the estimated Seasonal High
Water Table(SHWT)and to determine the infiltration rate of the soil. A band auger was used to obtain the soil
profiles and to determine the SHWT. Field techniques outlined in the North Carolina Laws and Rules for Sewage
Treatment and Disposal S}stems were used to determine soil texture,structure,consistency and soil wetness
condition.
Findivits Dollar General Site
7(:
BORING 1 SHWT 18"
DEPTH TEXTUR E MINERALOGY MATRIX MOTTLES MOTTLES KSAT"HR
0-6" SL GR NS.NE 2.5Y 413 .5"
6-12" SL GR NS.NE 2.6Y 613 .5"
12-18" SCL SBK SS,SP 10YR 618 2.5Y 6/1 7.5YR 518 .25-.5"
18-60' CL SBK SS,SP 2.5Y 6/1 1 OYR 518 7.5YR 518 .01-2,
BORIN02 (:
SHWT 12
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES MOTTLES KSAT"HR.
W SL GR NS.NE 2.5Y 4/3 .5"
6.12" SL GR NS.NE 2.5Y 6/3 .a"
12-19" SCL SBK SS,SP iOYR 6/8 2.5Y 6/1 7.5YR 5/8 .2-.4"
19-60" CL SBK SS,SP 2.6Y 611 1 OYR 5/8 7.5YR 5/8 .1-Z'
SHWT was determined by the indication of colors of chroma 2 or less utilizing a Munsell Soil color Chart at>2%of
soil volume in mottles or matrix of a horizon or horizon subdivision. sip S.
If you have any questions,please feel free to contact meat(910)330-2784. Thank you W Q S.
Respectfully,
R.Haywo Pittman,LSS _ _

PITTMAN SOIL CONSULTING
Owner: DOLLAR GENERAL SOIL BORE LOCATIONS
Address: CORNER ROCKY HOCK & VIRGINIA RD.
Location: EDENTON
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WATER QUALITY/QUANTITY

r Permit No
(to be provided by DWD)
01<W A rggP
A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Pad III)must be printed,filled out and submitted along with all of the required information.
Project name .I ar%nerel-Chow@h County
Contact person Malt Lowder,PE-Triangle Site Design,PLLC
Phone number 919-553-6570
Date 1 /172014
Drainage area number 1
Site Characteristics
Drainage area 56,795 ft'
Impervious area,post-development 32,32762
%impervious 56.92%
Design rainfall depth 1.5 in
Storage Volume: Non-SA Waters
Minimum volume required 3,980 he Insufficient required volume.
Volume provided 4,010 fit"_ OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"mnoff volume rya
Pre-development 1-yr,24-hr runoff ff'
Post-development 1-yr,24-hr runoff it,
Minimum volume required it,
Volume provided rya
Peak Flow Calculations tttt%'.1111111111 j
Is the pre/post control of the iyr 24hr storm peak flow required? Y (Y or N)
1-yr,24-hr rainfall depth 0.1 in .` Q °e•°°$!•e�`���i�
Rational C,pre-development 0.26(unitless) `.�,` '~ OF ��"•$ ,
Rational C,post-development 0.75(unitless)
Rainfall intensity:1-yr,24-hr storm 5.20 in/hr OK $EAL
Pre-development l-yr,24-hr peak flow 0.01 Wisec = ��4�3 {°
Post-development l-yr,24-hr peak flow 1.93 0/sec
Pre/Post 1-yr,24-hr peak flow control 1.92 ff/sec
Elevations If,
A
Temporary pool elevation 35.40 mist �r7rr (flit' t
Permanent pool elevation 34.60 fmsl
SHWT elevation(approx.at the perm.pool elevation) 34.50 fmsl ��; y A
Top of 10f1 vegetated shelf elevation 35.10 fmsl
Bottom of 1011 vegetated shelf elevation 34.10 fmsl /S
Sediment cieanout,top elevation(bottom of pond) 29.00 fmsl
Sediment cleanoul,bottom elevation 28.00 fmsl
Sediment storage provided 1.00 it
Is there additional volume stored above the state-required temp.pool? N (Y or N)
Elevation of the top of the additional volume fmsl
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Parts 1.&II.Design Summary,Page 1 of 2

' Permit No.
no be provldod by DWQ)
BRIM MENNOM
Surface Areas
Area,temporary pool 5,710 it'
Area REQUIRED,permanent pool 3,692 1?
SAIDA ratio 6.50(unitless)
Area PROVIDED,permanent pool,l,--P, 4,060 ft, OK
Area,bottom of 10ft vegetated shelf,A�a,w 2,810 ft`
Area,sediment cleanout,top elevation(bottom of pond),� a 300 ft'
Volumes
Volume,temporary pool 4,010 ft' OK
Volume,permanent pool,�„-Pw 7,853 If
Volume,forebay(sum of forebays if more than one forebay) 1,602 ff'
Forebay%of permanent pool volume 20.4%% OK
SA/DA Table Data
Design TSS removal 90%
Coastal SAIDA Table Used? Y (Y or N)
Mountain/Piedmont SAIDA Table Used? N (Y or N)
SAIDA ratio 6.50(unitless)
Average depth(used in SAIDA table):
Calculation opfion 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool,V._P„ 7,853 fi'
Area provided,permanent pool,!-„-Pw 4,060 fe
Average depth calculated it Need 3 If min.
Average depth used in SAIDA,4,(Round to nearest 0.511Q it
Calculation option 2 used?(See Figure 10-2b) Y (Y or N)
Area provided,permanent pool,4.. 4,060 W
Area,bottom of 10f1 vegetated shelf,/o�_,,I 2,810 fl`
Area,sediment cleanout,top elevation(bottom of pond), 300 fe
"Depth"(distance btw bottom of 10ft shelf and top of sediment) 5.10 It
Average depth calculated 3.25 ft OK
Average depth used in SAIDA,di,(Round to nearest 0.5ft) 3.0 It OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.00 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(CO) 0.60(unitless)
Driving head ft) 0.40 If
Drawdown through weir? N (Y or N)
Weirlype (unitless)
Coefficient of discharge(Ca,) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pre-development l-yr,24-hr peak Flow 0.01 tt'Isec
Post-development i-yr,24-hr peak flow 1.93 ft'Isec
Storage volume discharge rate(through discharge orifice or weir) 0.01 fir/sec
Storage volume drawdown fime 2.53 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width 10.0 It OK
Length of flowpath to width rato 3 :1 OK
Length to width ratio 3.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided 3.4 ft OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: Pump
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Parts 1.&H.Design Summery,Page 2 of 2

Permit No.
(to be provided by DvVQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project, Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
- 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
RY1 3. Section view of the wet detention basin 0"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
C5, e-!v 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
5 C giC-/0 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
rNL ��cS 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
rH2G Ai 9. A copy of the deed restrictions(if required).
rYiSG 4. �ry 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III.Required Items Checklist,Page 1 of 1

Proposed Wet Pond
Project Information
Project Name: Dollar General-Chowan County
Project M
Designed by: MEL Date:
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area(DA)= 1.3 Acres ✓
Impervious Area(IA)= 0.740 Acres
Percent Impervious I = 56.92 %
Required Surface Area p}_ �'V
Permament Pool Depth: 1 3.25 eft (Coastal County)
SA/DA= (90%TSS Removal via Wet Pond)
Min Re 'd Surface Area= 81 sf at Permanent Pool
Required WQv Storage Volume
Design Storm= 1.5 inch (Coastal county)
Determine Rv Value= 0.05+.009(1)= 0.562 Win Storage Volume Required= 3,980 cf above Permanent Pool
Compare Volume Difference between
the pre-and post-development from 1- (/
NOAA 1-year,24-hour event= 3.09 inches / Q
Pre-Development Drainage Area= 1.3 Acres
Pre-Development Impervious Area= 0 Acres )Aj
Pre-Development Percent Impervious= 0.0 % �Vrt y
Pre-Development Rv= 0.05+.009(1)= 0.05 in/in 0
Post-Development Rv= 0.562 W 014 61!% v
Volume(post-predevelopment)_ ccf(above Permanent
Pool) �I v
Required Storage Volume - f I (/
Pre-Development Peak Flow(1-year,245 rm):
Drainage Area= 1.3 Acres
Pre-Development Runoff Coefficient"C"= 0.26
Intensity"I"= 0.021
Pre-Development Peak Flow= 0.01 cfs
Post-Development Peak Flow(1-year,24-hour storm):
Drainage Area= 1.3 Acres
Post-Development Runoff Coefficient"C"= 0.75
Intensity"I"= 1.980
Post-Development Peak Flow= 1.93 cfs
Elevations
Top of Pond Elevation= 38.00 ft
Temporary Pool Elevation= 36.00 ft ✓
Permanent Pool Elevation= 34.60 ft ✓
Seasonal High Water Table Elevation= 34.50 ft
Shelf Begining Elevation= 34.10 ft
Forebay Weir= 33.00 ft
Shelf Ending Elevation= 35.10 ft
Bottom Elevation= 29.00 ft
Permanent Pool Area
Area @ Top of Permanent Pool= 4,060 sf
Volume of Temporary Storage,= 4,0f0 f J/
Is Permenant Pool Surface Area Sufficient(yes/no)? Yes ( > C3681 )
Volume of Storage for Design Storm= 4,010 Yes 40100 3980 cf

Pond Summary- BMP Pond
Pre-Developed Post-Developed Post-Developed
routed through
pond
Drainage Area (acres): 1.3 1.3
Curve Number: 45.3 78.8
Runoff Coefficient 0.26 0.75
Time of Concentration(minutes): 5 5
Q 1.5"storm event(cfs): 0.239 0.007
Q 1-year(cfs): 0.007 1.931 0.015
Q 2-year(cfs): 0.025 2.763 0.032
Q 10-year(cfs): 0.627 5.442 0.496
Q 50-year(cfs): 2.452 8.946 2.442
Outlet Controls:
Permanent Pool Elevation: 34.6
Existing Grade Elevation: 35.5
SHWT Elevation: 34.5 (SHWT 12"-18" below
existing grade based on
Min. Required Surface Area(sf): 3,681 (Based on 90%TSS Removal)
Surface Area provided(sQ: 4,060
Design Storm(Coastal County): 1.5" Coastal County, Non-SA
design storm storage volume required(cf): 3,980
Volume difference between pre-and post-development: N/A
design storm storage volume provided(cf): 4,010
Drawdown time for design storm(days): 2.53
Drawdown time for volume provided(days): N/A
1-year storm control: 1"Orifice@34.6 18"outlet pipe
Q 1.5" storm routed through pond(cfs): 0.007
- 1.5"storm elevation: 34.86
Q 1-year routed throuqh pond(cfs): 0.015 <Q 1-year pre-developed
1-year storm elevation: 35.63
Q 2-year routed throuqh pond(cfs): 0.032 <Q 2-year pre-developed
2-year storm elevation: 36.01
Q 10-year routed through pond(cfs): 0.496 <Q 10-year pre-developed
10-year storm elevation: 36.27
Q 50-year routed through pond(cfs): 2.442 <Q 50-year pre-developed
50-year storm elevation: 36.81
Riser structure outfall: 18"@0.4%
Emergency Spillway Elevation: 37 Riser Structure-Trash Rack
Emergency Spillway Width: 16
Incremental Weir Elevation: 36
Incremental Weir Width(in) 12
Incremental Weir Height(ft) 1
Top of dam elevation: 38

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Dollar General
Triangle Site Design, PLLC
Curve Number Calculation (CN)
Pre-Developed Conditions
BMP Pond
Drainage Area(acres) 1.3
Existing Soil Grams
Soil GrouD Man Symbol Soil Description Acres Percent of DA
A Ec Echaw fine sand 1.3 100%
Existing Land Uses.'
Land Use Desertion Existing Soil Group Acres Curve# Weighted CN
Wooded A 1.2 45 41.5
Open Space A 0.1 49 3.8
Impervious- Pavement A 0 98 0.0
Cumulative Curve#= 45.3
Rational Runoff Coefficient "C"
Drainage Area(acres) 1.3
Existing Land Uses:
Land Use Description Acres Runoff"C" Wetghted"C'
Roofs 0 0.98 0.00
Asphalt/Concrete Pavement 0 0.98 0.00
Open Space 0.1 0.4 0.03
Wooded 1.2 0.25 0.23
Cumulative"C"= 0.26

Dollar General
Triangle Site Design, PLLC
Curve Number Calculation (CN)
Post-Developed Conditions
BMP Pond
Drainage Area(acres 1.3
Existing Soil Groups:
Soil Group Mao Svmbo/ Soil Description Acres Percent of DA
A Ec Echaw fine sand 1.3 100%
Pressed Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Pond Surface A 0.05 98 3.8
Open Space A 0.51 49 19.2
Impervious- Pavement A 0.74 98 55.8
Cumulative Curve#= 78.8
Rational Runoff Coefficient "C"
Drainage Area (acres) 1.3
Proposed Land Uses:
Land Use Description Acres Runoff"C" Weighted"C'
Roofs 0.21 0.98 0.16
Asphalt/Concrete Pavement 0.53 0.98 0.40
Open Space 0.51 0.4 0.16
Pond Surface 0.05 0.98 0.04
Cumulative"C"= 0.75

Project: Pond #1 Date: 10/17/2014
Pond Contours-Volumes
Elevation Pond Forebay Total-Areas Incremental Vol. Accumulated Vol. Description
38 9,150 0 9,150 8,520 31,204
37 7,890 0 7,890 7,170 22,684
36 6,450 0 6,450 5,310 15,514
35.1 5,350 0 5,350 522 10,204
35 5 085 0 5 1,829 9,682
34.6 2,870 1 190 1,718 7,853 A2(Perm-Pool)
34.1 1,760 1,050 2,810 278 6,135 Al (Bottom_Shelo
34 1,725 1,020 2,745 2,445 5,858
33 1,390 755 2,145 1,870 3,413
32 1,080 515 1,595 1,345 1,543
31 795 300 1,095 870 870
30 535 110 645 473 473
29 300 0 300 198 198 A3 (Bottom_Pond
28 95 0 95 0
Forebay Contours-Volumes
Elevation FB1 FB2 FB3 Total-Areas Incremental Vol. Accumulated Vol.
0 0 1,602
0 0 1,602
0 0 1,602
0 0 1,602
0 0 1,602
0 0 1,602
34.6 1,190 1,190 486 1,602
34.1 1,050 1,050 78 1,116
34 1,020 1,020 660 1,038
33 755 755 378 378
32 515 515 0 0
31 300 300 0 0
30 110 110 0 0
Average Depth (Option 1) 1.9342 *At least 3'average depth
Forebay Volume 20.4% *Above 20%
Average Depth Calculation(Option 2)
Al (Bottom_Shelf): 2,810
A2 (Permanent_Pool): 4,060
A3 (Bottom_Pond): 300
Depth: 5.1
Average Depth = 3.25

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD-Water Quality Volume
Project Information
Project Nat
Project#:
ssigned by: Date:
tecked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 3 03=0.0437 Co'D2(Z-13/24-Ei)Altn)
Zone 2 Q. Qz=0.372 Co D'(Z-EI)At�)
Zone 1 Qt=0
1
Orifice Diameter(D)= 1 in
Cd= 0.6
Ei= 34.6 Orifice Inv.
Zone 1 Range= 0.00 to 34.6
Zone 2 Range= 34.6 to 34.7
Zone 3 Range= 34.7 to 38
Incremental Drawdown Method
Contour Incremental Drawdown
Countour Area Volume Stage,Z Zone Q Time
so It cu It It cfs min
34.60 4.060 0 0.00 2.00 0.000
35.00 5085 1,829 0.40 3.00 0.016 1942
35.10 5350 522 0.50 3.00 0.018 490
35.40 5710 1,659 0.80 3.00 0.023 1,211
Total 4,010 3,643
Drawdown Time=Incremental Volume I Q/60sec/min
Summary
Total Volume= 4,010 cf
Total Time= 3,643 min
Total Time= 2.53 days
10/17/2014 Prop Wet Pond.xls 1 of 1

Proposed Wet Pond #1
Project Information
Project Name: Dollar General
Project#:
Designed by: MEL Date:
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage to Proposed Pond
Drainage Area(DA)= 1.30 Acres
Impervious Area(IA)= 0.74 Acres
Percent Impervious(I)= 56.92 %(Drainage Area)
Orifice Sizing
Orifice Size= 1.00 in (Diameter)
Drawdown Time = 3.70 days (Incremental Draw Down Method)
less than 5 days(yes/no)? yes
greater than 2 day(yes/no)? yes
Anti-Flotation Device
4'x 4' Outlet Structure
Area: 16.0 sf
Volume: 144.0 cf (Water Displaced-Top of Pond to Bottom of Pond)
Weight: 8986 Ibs
Factor of Safety 1.20
WT Req'd of Anti-Flotation Device: 10,783 Ibs
Volume of Concrete Req'd: 71.9 cf (Unit WT of Concrete= 150 pcf)
Volume Provided: 79.6 cf (4'x4'riser x 1.6'=25.6cf, 6'x6'footing x 1.5'= 54.Ocf)

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Pond Report 2
Hydraflow Hydrographs Extension for AUtOCAD®Civil 3D@ 2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Pond No. 1 - BMP Pond
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation. Begining Elevation=34.60 ft
Stage/ Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 34.60 4,060 0 0
0.40 35.00 5,085 1,825 1,825
0.50 35.10 5,350 522 2,347
1.40 36.00 6,450 5,302 7,648
2.40 37.00 7,890 7,157 14,806
3.40 38.00 9,150 8,511 23,317
Culvert I Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 18.00 1.00 Inactive 0.00 Crest Len(ft) = 1.00 16.00 0.00 0.00
Span(in) = 18.00 1.00 0.00 0.00 Crest El.(ft) = 36.00 37.00 0.00 0.00
No. Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 34.60 34.60 0.00 0.00 Weir Type = Rect Broad --- ---
Length(ft) = 25.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 0.40 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes Yes No TW Elev.(ft) = 0.00
Note:CulverVOrifice ouNom are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for onfce conditions(ic)and submergence(a).
Stage(ft) Stage/Discharge Elev(ft)
4.00 38.60
3.00 37.60
2.00 36.60
1.00 35.60
0.00 34.60
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00
- Total Q Discharge(cfs)

r 1
Hydrograph Summary Re,�d 10$Hydrographs Extension for AuWCAD®Civil 3D®2009 by Autodesk, Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.007 2 1324 158 ------ ------ ------ BMP Pre-Developed
2 SCS Runoff 1.931 1 725 6,045 ------ ------ ------ BMP Post-Developed
3 Reservoir 0.015 1 1444 1,784 2 35.63 5,449 Post Through Pond
5 SCS Runoff 0.239 1 152 1,233 ------ ------ ------ 1.5inch storm
6 Reservoir 0.007 1 368 846 5 34.86 1,166 1.5inch Through Pond
Edenton_Pond.gpw Return Period: 1 Year Friday, Oct 17, 2014

2
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Aulodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 1
BMP Pre-Developed
Hydrograph type = SCS Runoff Peak discharge = 0.007 cfs
Storm frequency = 1 yrs Time to peak = 1324 min
Time interval = 2 min Hyd. volume = 158 cuft
Drainage area = 1.300 ac Curve number = 45.3
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conic. (Tc) = 5.00 min
Total precip. = 3.09 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Pre-Developed
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
0.10 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

3
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO 2009 by Aulodesk, Inc.v6.066 Friday.Oct 17, 2014
Hyd. No. 2
BMP Post-Developed
Hydrograph type = SCS Runoff Peak discharge = 1.931 cfs
Storm frequency = 1 yrs Time to peak = 725 min
Time interval = 1 min Hyd. volume = 6,045 cult
Drainage area = 1.300 ac Curve number = 78.8
Basin Slope = 0.0 % Hydraulic length = Oft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 3.09 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Post-Developed
Q (cfs) Hyd. No. 2 -- 1 Year Q(cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

Hydrograph Report 4
Hydraflow Hydrographs Extension for AutoCAD®Civil MD 2009 by Autodesk, Inc.v6.066 Friday,Oct 17.2014
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.015 cfs
Storm frequency = 1 yrs Time to peak = 1444 min
Time interval = 1 min Hyd. volume = 1,784 cuft
Inflow hyd. No. = 2 - BMP Post-Developed Max. Elevation = 35.63 ft
Reservoir name = BMP Pond Max. Storage = 5,449 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3-- 1 Year Q (cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min
Hyd No. 3 — Hyd No. 2 ___ Total storage used = 5,449 cult

Hydrograph Report 6
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D92009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 5
1.5inch storm
Hydrograph type = SCS Runoff Peak discharge = 0.239 cfs
Storm frequency = 1 yrs Time to peak = 152 min
Time interval = 1 min Hyd. volume = 1,233 cuft
Drainage area = 1.300 ac Curve number = 78.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 1.50 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.5inch_storm
Q (cfs) Hyd. No. 5 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 0.00
0 60 120 180 240 300 360 420
— Hyd No. 5 Time (min)

7
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D®2009 by Autodesk, Inc.v6.066 Friday,Oct 17, 2014
Hyd. No. 6
1.5inch Through Pond
Hydrograph type = Reservoir Peak discharge = 0.007 cfs
Storm frequency = 1 yrs Time to peak = 368 min
Time interval = 1 min Hyd. volume = 846 cuft
Inflow hyd. No. = 5 - 1.5inch storm Max. Elevation = 34.86 ft
Reservoir name = BMP Pond Max. Storage = 1,166 cuft
Storage Indication method used.
1.5inch Through Pond
Q (cfs) Hyd. No. 6 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 L 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min
Hyd No. 6 — Hyd No. 5 �__ Total storage used = 1,166 cuft

9
Hydrograph Summary Re, o�t
ydraf ow Hydrographs Extension for AutoCAD@ Civil 3D®2009 by Autodesk,Inc.v6.066
Hyd. Hydrograph Peak 7npeak
me to Hyd. Inflow Maximum Total Hydrograph
No. type flow volume hyd(s) elevation strge used description
(origin) (cfs) in (cult) M (cuft)
1 SCS Runoff 0.025 2 748 596 ------ ------ ------ BMP Pre-Developed
2 SCS Runoff 2.763 1 725 8,545 ------ ------ ------ BMP Post-Developed
3 Reservoir 0.032 1 1441 2,238 2 36.01 7,749 Post Through Pond
5 SCS Runoff 0.000 1 n/a 0 ------ ---... ------ 1.5inch storm
6 Reservoir 0.000 1 n/a 0 5 34.60 0.000 1.51nch Through Pond
Edenton_Pond.gpw Return Period: 2 Year Friday, Oct 17, 2014

Hydrograph Report 10
HydraFlow Hydrographs Extension for AutoCADD Civil 30®2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 1
BMP Pre-Developed
Hydrograph type = SCS Runoff Peak discharge = 0.025 cfs
Storm frequency = 2 yrs Time to peak = 748 min
Time interval = 2 min Hyd. volume = 596 cult
Drainage area = 1.300 ac Curve number = 45.3
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 3.76 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Pre-Developed
Q (cfs) Hyd. No. 1 --2 Year Q (Cfs)
0.10 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 2
BMP Post-Developed
Hydrograph type = SCS Runoff Peak discharge = 2.763 cfs
Storm frequency = 2 yrs Time to peak = 725 min
Time interval = 1 min Hyd. volume = 8,545 cuft
Drainage area = 1 .300 ac Curve number = 78.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 3.76 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Post-Developed
Q (cfs) Hyd. No. 2 --2 Year Q(cfs)
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

12
Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCAD®Civil 3DO2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.032 cfs
Storm frequency = 2 yrs Time to peak = 1441 min
Time interval = 1 min Hyd. volume = 2,238 cuft
Inflow hyd. No. = 2 - BMP Post-Developed Max. Elevation = 36.01 ft
Reservoir name = BMP Pond Max. Storage = 7,749 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 --2 Year Q (cfs)
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (mir
— Hyd No. 3 — Hyd No. 2 Total storage used = 7,749 cuft

�'a` 15
Hydrograph Summary Re, yXlydrographs Extension for AutoCAD®Civil 3DO2009 by Aulodesk. Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 0.627 2 726 3,227 ------ ------ ------ BMP Pre-Developed
2 SCS Runoff 5.442 1 725 16,815 ------ ------ ------ BMP Post-Developed
3 Reservoir 0.496 1 782 10,418 2 36.27 9,600 Post Through Pond
5 SCS Runoff 0.000 1 n/a 0 ------ ------ ------ 1.5inch storm
6 Reservoir 0.000 1 n/a 0 5 34.60 0.000 1.5inch Through Pond
Edenton_Pond.gpw Return Period: 10 Year Friday, Oct 17, 2014

Hydrograph Report 16
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Friday.Oct 17,2014
Hyd. No. 1
BMP Pre-Developed
Hydrograph type = SCS Runoff Peak discharge = 0.627 cfs
Storm frequency = 10 yrs Time to peak = 726 min
Time interval = 2 min Hyd. volume = 3,227 cuft
Drainage area = 1.300 ac Curve number = 45.3
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 5.77 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Pre-Developed
Q (Cfs) THyd. No. 1 -- 10 Year Q (Cfs)
1.00 1.00
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 0.50
0.40 0.40
0.30 0.30
0.20 0.20
0.10 0.10
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report 17
Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 2
BMP Post-Developed
Hydrograph type = SCS Runoff Peak discharge = 5.442 cfs
Storm frequency = 10 yrs Time to peak = 725 min
Time interval = 1 min Hyd. volume = 16,815 cuft
Drainage area = 1.300 ac Curve number = 78.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 5.77 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Post-Developed
Q(Cfs) Hyd. No. 2 -- 10 Year Q (cfs)
6.00 6.00
7
5.00 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

Hydrograph Report 18
HydraFlow Hydrographs Extension for AutoCAD®Civil 3DO2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.496 cfs
Storm frequency = 10 yrs Time to peak = 782 min
Time interval = 1 min Hyd. volume = 10,418 cuft
Inflow hyd. No. = 2 - BMP Post-Developed Max. Elevation = 36.27 ft
Reservoir name = BMP Pond Max. Storage = 9,600 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3-- 10 Year Q (cfs)
6.00 6.00
5.00 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 IL — I I I I I 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min
— Hyd No. 3 — Hyd No. 2 Total storage used =9,600 cuft

21
Hydrograph Summary Re,�ffowt
ydra ow Hydrographs Extension for AuIoCAD®Civil 3139)2009 by Autodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 2.452 2 724 8,531 ------ ------ ------ BMP Pre-Developed
2 SCS Runoff 8.946 1 724 28.051 ------ ------ ------ BMP Post-Developed
3 Reservoir 2.442 1 746 21,614 2 36.81 13,441 Post Through Pond
5 SCS Runoff 0.000 1 n/a 0 ------ ------ ------ 1.5inch storm
6 Reservoir 0.000 1 n/a 0 5 34.60 0.000 1.51nch Through Pond
Edenton_Pond.gpw Return Period: 50 Year Friday, Oct 17, 2014

• I Hydrograph Report 2L
HydraFlow Hydrographs Extension for AutoCADCD Civil 3D®2009 by Autodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 1
BMP Pre-Developed
Hydrograph type = SCS Runoff Peak discharge = 2.452 cfs
Storm frequency = 50 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 8,531 cuft
Drainage area = 1.300 ac Curve number = 45.3
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 8.30 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Pre-Developed
Q(cfs) Hyd. No. 1 -- 50 Year Q (cfs)
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report 23
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Friday,Oct 17.2014
Hyd. No. 2
BMP Post-Developed
Hydrograph type = SCS Runoff Peak discharge = 8.946 cfs
Storm frequency = 50 yrs Time to peak = 724 min
Time interval = 1 min Hyd. volume = 28,051 cuft
Drainage area = 1.300 ac Curve number = 78.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 8.30 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
BMP Post-Developed
Q (cfs) Hyd. No. 2 -- 50 Year Q (cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 2 Time (min)

e
Hydrograph Report 24
Hydraflow Hydrographs Extension for AuloCAD®Civil 3D®2009 by Aulodesk, Inc.v6.066 Friday,Oct 17,2014
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 2.442 cfs
Storm frequency = 50 yrs Time to peak = 746 min
Time interval = 1 min Hyd. volume = 21,614 cuft
Inflow hyd. No. = 2 - BMP Post-Developed Max. Elevation = 36.81 ft
Reservoir name = BMP Pond Max. Storage = 13,441 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) THyd. No. 3 --50 Year Q(cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 180 360 540 720 900 1080 1260 1440 1620
Time (min)
— Hyd No. 3 — Hyd No. 2 Total storage used = 13,441 cuff

EROSION CONTROL CALCULATIONS

EROSION CONTROL CALCS (RIP-RAP CALCULATIONS)
Project Information
Project Name: Dollar General
Project#:
Designed by: Date:
Revised by: Date:
Checked by: Date:
Rip-Rap Apron#1
Pipe Diameter d= 15
Pipe Slope s= 0.45 %
Manning's number n= 0.013
Flow Q= 1.5 cfs
Velocity V= 2.00 fits
Dissipater Dimensions Zone= 2
Stone Filling Class= B
Entry Width(3 X Da)= 3.8 it
Length(6 X Dp)= 7.5 ft
Width(La+Do)= 8.8 ft
Min.Thickness= 22 inches
Min.Stone Diameter= 6 inches
7.5 0
All units are in feet 1
"Dissipater pad designed for full flow of pipe
3.8 8.8
1
RIP-RAP.xls 10/17/2014 Page 1 of 4

Rip-Rap Aaron#2
Pipe Diameter d= 18 In
Pipe Slope s= 0.37 %
Manning's number n= 0.013
Flow Q= 2 of$
Velocity V= 2.00 f/s
Dissipator Dimensions Zone= 2
Slone Filling Class= B
Entry Width(3 X Do)= 4.5 ft
Length(6X Do)= 9.0ft
Width(La+Do)= 10.5 ft
Min.Thickness= 22 inches
Min.Stone Diameter= 6 inches
9.0 ►,
T _ 1
4.5 10.5
`All units are in feet
"Dissipator pad designed for full flow of pipe
RIP-RAP.xIs 10/17/2014 Page 2 of 4

Rip-Rap Apron#3
Pipe Diameter d= 18 in
Pipe Slope s= 0.4 %
Manning's number n= 0.013
Flow Q= 1 cfs '
Velocity V= 2.00 ft/s
Dissipator Dimensions` Zone= 2
Stone Filling Class= 6
Entry Width(3 X A,)= 4.5 ft
Length(6X Ae)= 9.0fl
Width(La+AO)= 10.5 ft
Min.Thickness= 22 inches
Min.Stone Diameter= 6 inches
9.0
I
4.5 10.5
l
All units are in feet
"Dissipator pad designed for full flow of pipe
RIP-RAP.xls 10/17/2014 Page 3 of 4

Rip-Rap Apron#4
Pipe Diameter d= 15 in
Pipe Slope s= 0.45 %
Manning's number n= ' 0.013
Flow Q= 1.5 cfs
Velocity V= 2.00 fUs
Dissipator Dimensions` Zone= 2
Stone Filling Class= B
Entry Width(3 X AO)= 3.8 ft
Length(6 XAo)= 7.5ft
Width(La+A,)= 8.8ft
Min.Thickness= 22 Inches
Min.Stone Diameter= 6 inches
1 7.5 �l
3.8 8.8
1_
All units are in feel
- "Dissipator pad designed for full flow of pipe
RIP-RAP.xis 10/17/2014 Page 4 of 4

r
EROSION CONTROL CALCS(SKIMMER BASINS)
Project Information
Project Name: Dollar General
Project
Designed by: Dale:
Revised by: Dale:
Checked by: Date:
Skimmer Basin
Drainage Area Total,AT= 1.4 Ac
Disturbed,Ap= 1.4 Ac
10-year Runoff(D,,) C= 0.50
T,= 5.00 min
Im= 7.20 in/hr
D,u= 5.0 cis
Surface Area Required SA= 325sf x Dm
SA= 1,638 at
Volume Required Va= 1800 cgAc x Aa
Va= 2,520 cf
Sediment Trap Dimensions L= 60 ft (Spillway Length)
W= 30 0 (Spillway Vlldlh)
D= 2.0 ft (Depth of Storage)
Side Slopes= 2 :1
Lio =
= 68 f1
L.- 52 ftW, WD„
W�,T= 38 f1 Las=
Wy = 22 ft
LAY Ratio= 2.0 :1(must be 2:1 to l I
Elevations Desorioti0n Elevafi n
Top of Berm 38.60 (allow 18 freeboard above spillway flow height)
Emergency Spillway 37.10
Sediment Storage 36.60
Cleanoul Mark 35.60 (half of storage height) o
Bottom 34.60
Provided SAT= 1,800 sf > 1,638
VT= 2,944.0 cf > 2,520
Emergency Spillway-10 Year Storm I,o= 7,20
D,a= 5.04 cis
h= 0.6 ft
C.= 3
Lw= 5 it

Calculate Skimmer Size
Basin Volume in Cubic Feet F13
Cu.Ft Skimmer Size 1.6 Inch
Days to Drain* Days Orifice Radius 0.6 Inch[es]
Orifice Diameter 1.1 Inch[es]
'In NC assume 3 days to drain
Estimate Volume of Basin Length width
Top of water surface In feet 60 30 Feet VOLUME 29" Cu.Ft.
Bottom dimensions in feet 52 22 Feet
Depth in feet 1 21 Feet

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NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
PROJECT NAME: PROJECT NO.:
COMPUTED BY: DATE: 6/23/2014
FROM STATION/REACH: TO STATION/REACH:
DRAINAGE AREA: DESIGN FREQUENCY:
INPUT PARAMETERS
k**k*******k*k*********k****k**k***********kk*kk*k********kk*kk*k*k**k*******
Channel Discharge : 1.8 cfs (.05 m^3/s)
Peak Flow Period : 6 hours
Channel Slope : 0.005 ft/ft (0.005 m/m)
Channel Bottom Width : 1.0 ft (.30 m)
Left Side Slope : 2:1
Right Side Slope : 2:1
Channel Lining : DS75 Staple D
Permi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
*******kkkk*********k***k***************kkk***********k***************k***kkk
CALCULATIONS
*********k*******k******k*kk*******kkk*kk***********k*************k***kkkk*k*
Initial Depth Estimate = 0.16 * (1.8 /(0.005^0.5))^0.375 = 0.54 ft (.16 m)
Final Channel Depth (after 6 iterations) = .68 ft (0.21 m)
Flow Area = (1.0 * 0.7)+(0.5 *0.68^2 * (2.0+2.0)) = 1.6 sq.ft (0.1 m^2)
Wet Per. =1.0 +(0.7*(((2.0^2)+1)A.5 +((2.OA2)+1)^.5)) = 4.0 ft (1.2 m)
Hydraulic Radius = (1.6 /4.0) = 0.4 ft (0.1 m)
Channel Velocity =(1.486/0.051)*(0.4^0.667)*(0.005A.5) = 1.1 fps (0.3 m/s)
Channel Effective Manning's Roughness = 0.051
Calculated Shear (Td) = 62.4 * 0.68 * 0.005 = 0.21 psf (10.2 Pa)
Safety Factor = (Tp/Td) = (1.55 /0.21) = 7.29

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Dollar General
2. Location of land-disturbing activity: County Chowan City or Township Edenton
Highway/Street NC Hwy 32 Latitude N35.562778 Longitude W78.868611
3. Approximate date land-disturbing activity will commence: November 2014
4. Purpose of development(residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 1.7
6. Amount of fee enclosed: $ 130.00 . The application fee of$65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name George Venters -Glandon Forest Equity LLC E-mail Address gventers(g)vanguardpg com
Telephone [phone] Cell # [phone] Fax# [phone]
9. Landowner(s)of Record (attach accompanied page to list additional owners):
West Byrum Jr
Name Telephone Fax Number
1501 Virginia Road
Current Mailing Address Current Street Address
Edenton NC 27932
City State Zip City State Zip
10. Deed Book No. RE 247 Page No.099 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Glandon Forest Equity LLC gbarnes(aJ.vanguardpg com
Name E-mail Address
3900 Merton Drive Suite 210
Current Mailing Address Current Street Address
Raleigh NC 27609
City State Zip City State Zip
Telephone [phone] Fax Number [phone]

_ate
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Sherri Hepps, Glandon Forest Equity, LLC shepps(od)vanguardpg com
Name of Registered Agent E-mail Address
3900 Merton Drive Suite 210
Current Mailing Address Current Street Address
Raleigh NC 27609
City State Zip City State Zip
Telephone [phone] Fax Number [phone]
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
George T. Barnes, Jr member/manager
Type or pr'e
Title or Authority
OD Signature Date
-------------- ------------------------------------------------------------------ -- ---
lJ ��
/ L—, aal�Notary Public of the County of
State of North Carolina, hereby certify that COC�7�O-z 7- /&/Ler61C3t //— appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this day of Q('/Zf L-i� 20-ZL_
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