SW7061115_HISTORICAL FILE_20190206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7 4�1,'�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Secretary of State Search Results
I e
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Limited Liability Company
Legal Name
ARG Weeksville Holdings, LLC
Information
Sosld: 1628803
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 101412017
State of Incorporation:
DE
Registered Agent: Registered Agent Solutions, Inc.
Addresses
Reg Office Reg Mailing Mailing
176 Mine Lake Court, Ste. 100 176 Mine Lake Court, Ste. 100 7253 Wakefield Drive
Raleigh, NC 27615 Raleigh, NC 27615 Faytteville, NY 13066
Principal Office
7253 Wakefield Drive
Faytteville, NY 13066
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Andrew R Goldberg
7253 Wakefield Drive
FAYETTEVILLE NY 13066
https://www.sosnc.gov/online_services/search/Business_Registration_Results 2/6/2019

_ t ,,[ I -,- ..
S I r
9 LIMITED LIABILITY COMPANY ANNUAL REPORT
IN2017
NAME OF LIMITED LIABILITY COMPANY: ARG Weeksville Holdings, LLC
SECRETARY OF STATE ID NUMBER: 1628803 STATE OF FORMATION: DE
REPORT FOR THE CALENDAR YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Registered Agent Solutions, Inc.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
176 Mine Lake Court, Ste. 100
Filing Othce use Only
E - Filed Annual Report
1628803
CA201807600474
3/17/2018 04:38
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
176 Mine Lake Court, Ste. 100
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Commerical Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
7253 Wakefield Drive 7253 Wakefield Drive
Faytteville, NY 13066 County Fa)ftteville, NY 13066
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME' Andrew R Goldberg
TITLE: Managing Member
ADDRESS:
7253 Wakefield Drive
FAYETTEVILLE, NY 13066
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CCgRTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a persontbusiness entity.
Andrew R Goldberg 3/17/2018
SIGNATURE DATE
Form must be signed by a Company Official listed under Socfion C of This form.
Andrew R Goldberg Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525. Raleigh, NC 27626.0525

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' asquotank Tax Card _------'_-- ` ` Page 1 of 3
Fire Hydrant/District Maps Other (if no link, still under construction)
Pasquotank County Property Card
as of January I, 2019 (click HIRI for previous version)
PIN: 892205290833 MAP: P122-18 Deed Book: 1293 / Deed Page: 841 / Date: 20171013
Location: 01805
WEEKSVILLE
RD
Prior Current
Evaluation Evaluation
Year: Year:
2006 2014
Land $636000 $604200
ARG
WEEKSVILLE Use $0 $0
HOLDINGS LLC Land
7243
WAKEFIELD DR Building $3050300 $2515200
FAYETTEVILLE,
NY 13066
Aect: 0014245
Estimated County
Tax: $24019.38
Estimated City Tax:
$20432.07
Total $3686300 $3119400
Assessed $3686300 $3119400
Notes
FOOD LION
20181008
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Pasqu6tank.Tax Card
I • . .
77
176
24 40
34
77
FOOD LION
35421
166
100
60 SHOPS
6f1p0
7 30 16
12 1231 1 3515
Land
Primary 4.84 @ $635976.0
acres $217800.0/acre
Total Acres: Total Land Value:
4.84 604200
Sales Data
Descript /Area
A:FOOD LION
35421 sgft
S:OPEN
804 sgft
C: O PE N
542 sgft
D-.SHOPS
6000 sgft
E-.CANOPY
400 sgft
Date
Type Price
Source
Deed
Assessment
&
20171013
661600
13 dg
Stamps
1293/841
3119400
&
20171013
661600
13 dg
Stamps
1293/833
31 19400
20061030
0
940/849
927400
http://67.239.148.135/taxcard/taxcard.cfm?PP2=80470 2/6/2019

IIIIIIIIIIIIII
HYMAN ■
ROBEY-1
February 4, 2013
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Weeksville Crossing Shopping Center
Stormwater BMP Inspection and Certification
Eastern Proj. #12128
Stormwater Permit No. SW7061115MOD
Dear Mr. Vinson:
Please find enclosed the Designer's Certification for the above referenced stormwater permit.
Please note that Hyman & Robey was not the designing firm. We provided oversight and
inspection for repairs made pursuant to a Notice of Inspection dated July 14, 2001. The repair
work was performed during December 2012 and finalized in January 2013. Our work was
performed for Brookline Development Company, LLC which is the management company
representing the current owners: BL-WEEKSVILLE, LLC, BL-WEEKSVILLE TWO, LLC AND
BL-WEEKSVILLE THREE, LLC. I have enclosed a copy of the most recent deed for your
reference.
If you have any questions or require additional information, please do not hesitate to call this
office at [phone].
Sincerely,
t��qD.,-�aryb
Kimberly D. Hamby
Engineering Project Manager
cc: file
Ms. Anne Wrisley, Brookline Dev. Co., LLC
RECEIVED
F FB - 6 2013
��.
DWQ_WAR4
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman & Robey, PC www.hymanrobey.com

DM - V O
IECEIAE

I= . In, Ps-ptai w* countyy, NC
to `Cif 31 2007 ail '02:57-i FV
RoO.l.r ets ONdf
BOOK 996` PACE 118
u�: opt. u 2�07
614fe'st l�UOtart�t
NaPM Coroi n COON
NORTH CAROLINA GENERAL WARRANTY DEED
PASOUOTANKCOUNTY
Deed number 07 ' t 2'
Transfer tax $ — 3 �2S 06�y(
Pasquoiank COUnty Assessor's Office
Excise Tax: S6,6*00
Parcel Identifier No. Verified by County on the day of 2006
By:
Mail to: Christopher ! Vaughn, Carruthers & R t t. P.A., P.Q BBp)x J! Greensboro, NC 27402
This instrument was prepared by: . lames Andrew Santtto. Jr,. Weatherspoon & Vpltz LLP
Brief description for the Index: _ 1805 Weeksville Road (formerly 1903 Weeksville Roams
THIS DEED is made this 30u' day of October, 2007, by and between:
GRANTOR
WEEKSVILLE CROSSING, LLC,
a North Carolina limited liability company
GRANTEE
BL-WEEKSVILLE, LLC,
a Delaware limited liability company
(a 25.00% undivided interest)
and
BL-WEEKSVILLE TWO, LLC,
a Delaware limited liability company
(a 12.50% undivided interest)
and
BL-WEEKSVILLE THREE, LLC,
a Delaware limited liability company
(a 12.50%undivided interest)
as tenants in common with Grantor
221 Walton Street
Syracuse, New York 13202
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
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.

B ( 996 � PACE 119
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 ihe4 certain lot or parcel of [arid situtited'in
Nixonton Township, Pasquotank County, North Carolina and more particularly described as follows: '
SEE EXHIBIT A ATTACHED HERETO
The property hereinabove described was acquired by Grantor by instrument recorded in Book 940, Page 849, Pasquotank 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.
And the Grantor covenants with the Grantee, that Grantor is seized ofthe premises 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 ofall persons whomsoever, other than the following exceptions: 2007 and subsequent years ad valorem taxes, easements,
restrictions and rights -of -way of record affecting the subject property.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Weeksville Crossing, LLC,
a North Carolina limi d It ill company
By:
C. Brantley Tillman, Manager
State of North o]ina
County of 2
I certify that the following person personally appeared before me this day, acknowledging to me that he or she voluntarily
signed the foregoing document for the purpose stated therein and in the capacity indicated: C. Brantley Tillman as Manager of
W eksv'lle Cr in ina limited liabilily company,
Date: r10 — 2 9 -0-7 !"',
Printed Name of Notary: Wf I f0q rth 0h
[official sea[] Ty 000 Yd My commission expires: �' 2-% - 2C 1!
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• �I
r EXHIBIT A
Legal Description
BEGINNING AT A POINT IN THE WESTERN RIGHT-OF-WAY OF WEEKSVILLE ROAD, ELIZABETH
CITY, PASQUOTANK COUNTY, NORTH CAROLINA, SAID POINT BEING S22035'49"E 212.9V FROM
A PK NAIL IN THE INTERSECTION OF THE CENTERLINES OF WEEKSVILLE ROAD AND
EDGEWOOD DRIVE, SAID POINT ALSO BEING N36'00'00"W 0.I T FROM AN IRON ROD; THENCE
ALONG THE WESTERN RIGHT-OF-WAY OF WEEKSVILLE ROAD S36000'00"E 326.30'TO AN IRON
ROD, SAID IRON ROD MARKING THE SOUTHEASTERNMOST CORNER OF SUBJECT PARCEL AND
ON THE BOUNDARY LINE OF WEBSTER HOLLAND; THENCE CORNERING AND WITH WEBSTER
HOLLAND S54'00'00"W 541.1 F TO AN IRON ROD; THENCE CORNERING AND CONTINUING
ALONG THE BOUNDARY OF WEBSTER HOLLAND THE NEXT SEVERAL CALLS, N3601 l'00"W
300.00' TO A POINT, SAID POINT BEING N22'59'40"W 0.46' FROM A BENT IRON PIPE; THENCE
CORNERING N54'00'00"E 133.37TO AN IRON ROD; THENCE CORNERING N36'15'00'W 77.2l' TO A
POINT, SAID POINT BEING N50-45'39"W 0,12' FROM A CRIMPED IRON PIPE; THENCE LEAVING
WEBSTER HOLLAND BOUNDARY AND ALONG INTERCOUNTY PUBLIC TRANSPORTATION
AUTHORITY BOUNDARY N36'15'00"W 129.52' TO A POINT, SAID POINT BEING N72001'1 I "W 0.63'
FROM A BENT IRON PIPE AND BEING N09'34'42"W 0.14' FROM AN IRON ROD; THENCE
CORNERING AND ALONG INTERCOUNTY PUBLIC TRANSPORTATION AUTHORITY PROPERTY
N54000'00"E 209.60' TO A POINT, SAID POINT BEING N35058' 10"W 0.88' FROM A BENT IRON ROD;
THENCE CORNERING AND ALONG THE WESTERN LINE OF BRITC PROPERTY S36000'00"E 120.00'
TO A POINT; THENCE LEAVING BRITT PROPERTY AND ALONG THE WESTERN LINE OF
ROEBUCK PROPERTIES S36000'00"E 60AT TO A POINT, SAID POINT BEING N36'00'00"W 0,22'
FROM AN IRON ROD; THENCE CORNERING AND ALONG THE SOUTHERN LINE OF ROEBUCK
PROPERTTES N54000'00"E 200.00' TO THE POINT AND PLACE OF BEGINNING, CONTAINING 4.84
ACRES, AS SHOWN ON THAT CERTAIN SURVEY ENTITLED "ALTA/ACSM LAND TITLE SURVEY
WEEKSVILLE CROSSING, LLC" PREPARED BY KATHERINE C. MARCHELLO , P.L.S.OF QUIBLE &
ASSOCIATES, P.C. DATED OCTOBER 9, 2007, AND LAST REVISED AND CERTIFIED OCTOBER 25,
2007.
TOGETHER WITH THAT CERTAIN PERPETUAL RIGHT OF WAY OF INGRESS AND EGRESS TO
THE PROPERTY HEREIN DESCRIBED AS DEFINED IN THAT CERTAIN AGREEMENT OF RIGHT OF
WAY BETWEEN ALBEMARLE INDUSTRIES, INC. AND SUPAK & SONS MANUFACTURING
COMPANY AND RALPH W. BLADES AND WIFE LOUISE BLADES DATED DECEMBER 7, 1971,
RECORDED IN BOOK 330, PAGE 270, PASQUOTANK COUNTY REGISTRY.
TOGETHER WITH THAT CERTAIN NON-EXCLUSIVE RIGHT-OF-WAY AND EASEMENT FOR
ACCESS TO THE PROPERTY HEREIN DESCRIBED AS DEFINED IN THAT CERTAIN DEED OF
EASEMENT BETWEEN FNTERCOUNTY PUBLIC TRANSPORTATION AUTHORITY AND
WEEKSVILLE CROSSING, LLC, DATED APRIL 10, 2007, RECORDED IN BOOK 968, PAGE 387,
PASQUOTANK COUNTY REGISTRY.

ROOKLINE
DEVELOPMENT COMPANY, 1,1,C
August 10, 2011
Mr. Scott Vinson, Environmental Engineer
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit SW7061115
Weeksville Crossing Shopping Center, Elizabeth City
Pas uotank County tY Z
Dear Mr. Vinson:
AUG 1 1 2011
VIJ iA-V+j
Thank you for taking the time to speak with me on the phone today relating to the above issue. In
response to your letter dated July 15, 2011 please accept this letter as our request to rescind the
ownership transfer request previously made as BL-Infinity Weeksville Holding, LLC purchased
100% of the membership interest of Weeksville Crossing, LLC in December 2009. I've attached a
copy of the Membership Interest Purchase Agreement for your reference.
I've enclosed the executed and notarized operating and maintenance agreements for the wet
detention basin and bioretention basins.
We have received the "stamped" approved stormwater plans from Quible & Associates, LLC dated
July 18, 2007.
As 100% owners of this property, we will be contracting with Hyman & Robey for maintenance
services and we will share the Notice of Inspection dated July 14, 2011 with her to bring the basins
up to compliance. I will contact Kim Hambry at Hyman & Robey to get that process in motion.
Please let me know if there is anything else we need to do to finalize this open issue.
Sincerely yours,
Beth A. Arnold
Director of Accounting & Property Management
Enclosures
Home Office: 227 West Fayette Street 6 Suitc 300 • Syracuse, New York 13202 • Phone: [phone] Fax: [phone]

Ant&
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Mr. William B. Yeomans, Jr.
BL-Infinity Weeksville Holding, LLC
227 West Fayette Street, Suite 300
Syracuse, NY 13202
Subject:
Dear Mr. Yeomans:
July 15, 2011
Dee Freeman
Secretary
Stormwater Permit SW7061115 Ownership Transfer
Weeksville Crossing Shopping Center, Elizabeth City
Pasquotank County
This office received a Coastal Stormwater permit application for permit ownership transfer of the subject project. A
preliminary review of the project indicates that before a State Stormwater permit can be transferred the following additional
information is needed to complete the application package.
I. Please sign and have notarized the attached operation and maintenance agreements for the wet detention basin and
bioretention basins which are used to treat the stormwater runoff at this site.
2. Please provide a copy of the legal documentation of the property transfer from Weeksville Crossing, LLC to the new
owner, BL-Infinity Weeksville Holding, LLC.
3. I am asking by copy of this letter to Mr. Brantley Tillman, that Mr. Tillman, if not already done so, please forward
the "Approved" stamped stormwater plans dated July 18, 2007 either directly to Mr. Yeomans or to my attention at
this Office, in order to be sent to the new owner, Mr. Yeoman and kept on file.
4. Please let this Office know as to your company's intent, as the new property owner, in helping to rectify the
deficiencies listed in the July 14, 2011 Notice of Inspection letter sent to Mr. Tillman.
The above requested information must be received in this office prior to August 18, 2011 or your application may be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application
fee, if required. If you need additional time to submit the required information, please mail, email, or fax your request
for time extension to this office at the Letterhead address.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free
to contact me at [phone].
Sincerely,
tScott�Vinscn
Environmental Engineer
Enclosures: 1-Wet Detention Basin O&M Agreement & I-Bioretention O&M Agreement
cc:
Mr. C. Brantley Tillman, Weeksville Crossing, LLC
chael G. Letchworth, II — L.R. Griffin & Associates, Inc.
ashington Regional Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Internet: www.ncwaterquality.org
Phone: [phone] FAX: [phone]
FAX: [phone]
NorthCaroli.na
;Vatumllry
An Equal Opportunity 1 Affirmative Action Employer

Project Name: kla�L�_55i _w^ V
--
Stormwater Permit No.:
Designer's Cer>e, � onn, ,
e. r `1
as a duly
Registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
a
for -� ', �i✓c<� /� r Ig G� C (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 spec io
Signature
Registration Number 7�79e
Date 1111Z/Z.
RECEIVED
DWQ
PROJ #
Seal

Certifrmtion Requirements:
I/ 1.The drainage area to the system contains. approximately the permitted
acreage.
27he drainage area to the system contains no more than the permitted
amount of built -upon area.
L--'3.AII the built -upon area associated with the project is graded such that
the runoff drains to the system.
IZ4-All roof drains are located such that the runoff is directed into the
system.
.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.AI1 slopes are grassed with permanent vegetation.
9.Vegetated slopes are no steeper than 3:1.
1OThe inlets are located per the approved plans and do not cause short-
circuiting of the system.
.The permitted amounts of surface area and/or volume have been
provided.
J 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 as forebay.
y ] 5.The required system dimensions are provided per the approved plans.

L. R. Griffin & Associates, Inc.
P. 4. Box 3588
Greenville, NC 27836-1588
Office [phone] Fax [phone]
Stormwater Management Division
March 16, 2011
North Carolina Division of Water Quality
Attn: Robbie Bullock
943 Washington Square Mall
Washington, NC 27889
Re: Weeksville Crossing Shopping Center
Dear Mr. Bullock:
1 ��av
f1AR 18 20,
tom'' y 4 - �; �� � :A►.
L.R. Griffin & Associates, Inc is assisting the owners of Weeksville Crossing Shopping Center,
located at 1903 Weeksville Road, Elizabeth City, Pasquotank County, North Carolina. We are in the
process of helping Mr. Tillman with a change of ownership for since he no longer owns the
shopping center. We are also getting a designer certification for the stormwater ponds on site to
satisfy the Febuary 16 Notice of Violation. Due to the fact that the bioretention areas were never
completed, we are solving the issues to make the site compliant with the original design. Upon
completion of these tasks we will have an engineer certify the pond. L.R. Griffin & Associates, Inc
will also be maintaining this site monthly.
Sincerel /
G�
Michael G Letchworth II
Stormwater Division
L.R. Griffin & Associates, Inc
wow

North Carolina Secretary of State http:Hwww.secretary. state, nc.uslcorporations/Corp.aspx?PitemId=8...
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 7/15/2011
Click here to:
View Document Filings I Sign Up for E-Notifications i
Pre -populated Annual Report Fillable PDF Form I File an Annual Report i
corporation Names
Name Name Type
NC BL-INFINITY LEGAL
WEEKSVILLE HOLDING, LLC
Limited Liability Company Information
SOSID:
1039330
Status:
Current -Active
Effective Date:
4/18/2008
Dissolution Date:
Annual Report Due Date:
Citizenship:
FOREIGN
State of Inc.:
DE
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: NATIONAL REGISTERED AGENTS, INC.
Office Address: 120 PENMARC DR
RALEIGH NC 27603
Mailing Address:
120 PENMARC DR
RALEIGH NC 27603
Principal Office
Office Address:
227 WEST FAYETTE STREET, SUITE 300
SYRACUSE NY 13202
Mailing Address:
227 WEST FAYETTE STREET, SUITE 300
SYRACUSE NY 13202
Officers
Title:
MANAGER
Name:
WILLIAM S YEOMANS
Business Address:
227 WEST FAYETTE STREET, SUITE 300
SYRACUSE NY 13202
Title:
MANAGER
Name:
PATRICK M. KILMARTIN
I of 2 7/15/2011 9:02 AM

North Carolina Secretary of State http://www,sccretary.state.nc.us/corporations/Corp.aspx?PitemId=8...
Business Address: 227 WEST FAYETTE STREET, SUITE 300
SYRACUSE NY 13202
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKS) system. Version: 4:
2 of 7/15/2011 9:02 AM

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 14, 2011
Mr. C. Brantley Tillman, Member
Weeksville Crossing, LLC
1004 Wake Forest Rd.
Raleigh, NC 27604
Subject: NOTICE OF INSPECTION
Weeksville Crossing Shopping Center
Permit No. SW7061115 Modification
Pasquotank County
Dear Mr. Brantley:
Dee Freeman
Secretary
On June 20, 2011, Scott Vinson of the Washington Regional Office of the Division of Water Quality (DWQ)
inspected the Weeksville Crossing Shopping Center in Elizabeth City to determine compliance with
Stormwater Management Permit Number SW7061115MOD issued on July 18, 2007. DWQ file review and
site inspection revealed that the site is not fully compliant with the terms and conditions of this permit. Please
find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter. There were
several maintenance issues that need to be addressed as soon as possible as listed below:
➢ The bioretention areas do not appear to planted in accordance with the approved plans dated July 18,
2007. Additional plants need to be planted and spaced accordingly.
➢ The wet detention pond's outlet structure was not accessible due to the overgrowth of cattails
surrounding it. Access needs to be made to the outlet structure in order for routine maintenance to
occur. Please remove excessive growth immediately around the outlet structure for proper
maintenance and drainage.
➢ The wet pond is almost completely covered with invasive cattails. Please properly remove the cattails
throughout the rest of the pond and properly dispose prior to the end of October, 2011. In the future,
cattails are to be removed on a periodic basis once 50% of the basin is covered.
➢ Please provide a copy of the past 2 years of inspections and maintenance records if available. if not,
please start keeping these records and make available to DWQ upon request.
➢ The slopes of the bioretention areas were not properly vegetated with the approved grassed strip
(Zoysia or similar approved grassed vegetation), nor was there an adequate amount of mulch within
the bottom of each bioretention area. Please add the required grassed vegetation along the slopes of
each basin and minimum required depth of 4 inches of hardwood shredded mulch (not pine bark)
within each bioretention basin.
North Carolina Division of Water Quality Internet: www.ncwaterouality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffirmative Action Emp4oyer - 50% Recycled110% Post consumer Paper
NorthCarolina
Aaturall#

➢ The bioretention area "E" located in the very back of the shopping center had standing water in a
small portion of the basin. The sediment accumulation in this area may need to be removed and
properly replaced with the approved planting media and revegetated with grass or with the approved
plants and mulch to allow for proper drainage. The underdrain pipes should also be checked for
clogging to help with determining the reason for the standing water. A completely grassed
bioretention basin is an acceptable substitute instead of the approved tree, shrub and mulch plantings
for this basin if so desired.
➢ There is a shovel wide cut or trench made through the bottom of the berm in biortention area "D"
allowing stormwater to drain out of the basin without proper treatment. (This particular basin is
located directly across from the front entrance of the deli store.) This cut needs to be filled and
revegeated immediately to prevent futher unpermitted discharges of stormwater runoff.
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead within 30 calendar days of receipt of this Notice. Please provide a written "Plan of Action" which
outlines the actions you will take to correct the above maintenance items and a time frame for completion of
those actions.
Please be advised that you are required to comply with the terms, conditions and limitations of your
Stormwater Management Permit under Title 15A North Carolina Administrative Code 21-1 .1003 and North
Carolina General Statute 143-214.7, including operation and maintenance of your permitted stormwater
system.
If you have any questions please contact me at the Washington Regional Office, telephone number (252) 946-
6481.
Sincerely,
r
Scott Vinson
Environmental Engineer
Enclosure: Stormwater Inspection Report
cc: William Yeomans, Jr. — BL-Infinity Weeksville Holding, LLC
Michael G. Letchworth, I1— L.R. Griffin & Associates, Inc.
WaRO Files

Compliance Inspection Report
Permit: SW7061115 Effective: 07/18/07 Expiration: 12/08/16 Owner: Weeksville Crossing LLC
Project: Weeksville Crossing Shopping Center
County: Pasquotank 1903 Weeksville Rd
Region: Washington
Elizabeth City NC 27906
Contact Person: Brantley Tillman Title: Phone: [phone]
Directions to Project:
Project is located on the west side of Weeksville Road approx 400' south of the intersect. of Weeksville Rd & Edgewood Dr.
Type of Project: State Stormwater - HD - Bioretenlion State Stormwater - HD - Detention Pond
State Stormwater - High Density State Stormwater - Redevelopment
Drain Areas: 1 - (Charles Creek) (03-01-50) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 06/20/2011 Entry Time: 03:00 PM
Primary Inspector: Scott A Vinson
Secondary Inspector(s):
Reason For Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
M State Stormwater
(See attachment summary)
Exit Time: 04:10 PM
Phone: [phone]
Ext.208
Inspection Type: Compliance Evaluation
Page: 1

Permit: 5W7061115 Owner - Project: Weeksville Crossing LLC
Inspection Date: 06/20/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
There were several maintenance issues that need to be addressed as soon as possible, especially the cut made through
the berm of bloretention basin "D". The cattails immediatley around the outlet structure need to be removed as soon as
possible, however the remaining cattails throughout the rest of the pond do not need to be removed until March 2012 at
the latest. Additional mulch needs to be added to the appropriate depths throughout all of the bioretention areas possibly
with the only exeception to the bioretention area "E" located behind the shopping center. The standing water needs to be
investigated and determined if the underdrains are clogged or more likely if sediment as accumulated and "sealed" the
small area causing water to stand and not properly infiltrate. If grass can be established completely in the back biorention
area, this would be completely acceptable, we just need to propely modify or revise the approved plans.
Page: 2

Permit: SW7061115 Owner - Project: Weeksville Crossing LLC
Inspection Date: 06/20/2011 Inspection Type: Compliance Evaluation
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Reason for Visit: Routine
Comment: Engineer's Certification received by DWQ Washington Regional Office on
April 15, 2011, by Jeffrey D. Cabaniss, PE.
Built upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
5W Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: 1. The bioretention areas do not appear to be planted in accordance with
the approved plans dated July 18, 2007. Need to add the proper plants spaced
accordingly or need to contact DWQ for potential modification of the approved plans.
2. The outlet structure was not accessible due to overgrowth of cattails surrounding it.
The outlet structure was properly located, however the excessive overgrowth prevented
access to be able to inspect the size and elevation of the small diameter outlet orifice
and the overflow elevation. Need to remove excessive growth immediatley around
outlet structure to provide access for routine inspections and maintenance.
3. Also need to properly remove cattails throughout the rest of the pond and properly
dispose before th In the future, cattails are to be removed once 50% of
the basin is covered. Ce- tj G jae.r�-1 V
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Yes No NA NE
❑ ■ ❑ ❑
■❑❑❑
❑ ❑ ❑ ■
Yes No NA NE
❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Page: 3

Permit: SV 7061115 owner - Project: weeksville Crossing LLC
Inspection Date: 06/20/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Comment: 4. Please provide a copy of the past 2 years of inspection and
maintenance records if available. If not, please start keeping these records and make
available to DWQ upon request.
5. The slopes of the bioretention areas were not properly vegetated with the approved
grassed strip (Zoysia), nor was there an adequate amount of mulch within the bottom of
each bioretention area.
6. The bioretention area "E" located in the very back of the shopping mall had standing
water in a small portion of the basin. The sediment accumulation in this area may need
to be removed and properly replaced with approved planting media (an 85% sandy soil)
and revegetated with grass or with approved plants and mulch.
Other Permit Conditions
Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ■ ❑ ❑
Comment: 7. There is shovel wide cut through the back berm of bioretention area "D"
allowing stormwater to drain out of the basin without proper treatement. (This particular
basin is located directly in front of the deli store.) The cut through the berm needs to be
filled and revegetated immediately to prevent further unpermitted discharges.
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ■ . ❑ ❑ ❑
Comment:
Page: 4

State Stormwater Inspection Report
General
Project Name: �►
Permit No: S �y� r' (^
Expiration Date:
Contact Person:
Phone Number:
Inspection Type:
Inspection Date: (
Time In: ��
Time Out:
Current Weather:
Recent Rain (Date)? 4/M ,
Rain — 0 in
Location
Facility Address 1 Location:
City: Zip: County: Lat: 0. C"N Long: - 0 1"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 95 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High (HD) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
)Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds =Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (specify):
File Review Yes/ No NIA NIE
I. Is the permit active?
2. Signed En�ineer's Certification on file?
3. Si =ned Operation and Maintenance a reement on file?
4. Recorded Deed Restrictions on file?
Site Visit: Built Unon Area (BUA] Yes_ No NIA NIE
5. BUA is constructed and consistent with the permit requirements?
6. BUA as perrnittedis graded such that the runoff drains to the system? high density only)
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
Site Visit: Stormwater BMPs Yes No NIA NIE
9. Stormwater 13MPs are located per the approvedplans?
10. Stormwater 13MPs have dimensions (e . length, width, area) matching the approvedplans?__
11. Stormwater BMPs are constructedper the approvedplans?
Site Visit: Operation and Maintenance Yes -No NIA NIE
12. Access points to the site are clear and well maintained?
13. Trash has been removed as needed?
✓
14. Excessive landscape debris Crass cli in s, leaves, etc) is controlled?
15. Stormwater 13MPs being operated and maintained as per the permit requirements?
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
ne e11 .h, 1-0-w i%.,
Yes No NIA NIE
17. Is the site compliant with other conditions of the permit? 1 I _ _ I
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted during the inspection?
State Stormwater Inspection Report, Version 3.0 Page I of 2

State Stormwater Inspection Report
Comments
inspectionyictures (some of the pictures taken during the site
Compliance Status ❑ Compliant 0 Non -Compliant
Letter Sent (circle one).- Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: Date:
State Stormwater Inspection Report, Version 3.0 Page 2 of 2

WET DETENTION O & M Inspection Checklist
'INLETS andNFOREBAY
1. Inlets are located per the approved plans:
❑
❑ ❑
2. Inlet device (swale or pipe) is free of damage, clogs or erosion:
ET—
❑
❑ ❑
3. Forebay berm is in place and without erosion:
❑
❑
❑ EK
4. Forebay is free of excessive sediment:
❑
❑
❑ E'
SIDE SLOPES AND BANKS
5. Vegetated slopes are 3:1 or less:
ElL�
. ,/
❑ ❑
6. Banks are stable and free of erosion or bare soil:
❑
H."—
❑ ❑
7. Slopes or berms are free of woody vegetation:
❑
❑ 0
8. Free of muskrats or beaver activity:
❑
El
/
❑ Uk
9. Grass is being maintained and mowed (not scalped) as required:
❑
[(
❑ ❑
!PERIMETER AND. MAIN BAY
10. Vegetated shelf is 6:1 or 10:1 as permitted and properly vegetated:
❑
❑
i
❑
11. Algal growth covers less 50% of the area:
Z�
❑
❑ ❑
12. Cattails, phragmites or other invasive plants cover less than 50% of the basin surface:
❑
["
❑ ❑
13. Main treatment area is free from excess sediment accumulation:
❑
❑
❑
OUTLETS
,..
14. Swale or emergency outlet bypass is in the correct place and is in good condition:
Q/
❑
❑ ❑
15. Drawdown device is correctly sized free of damage or clogging:
❑
❑
❑
16. Orifice size matches the approved plans -
❑
❑
❑�/
17. Outlet is free of erosion or other signs of damage:
❑
❑ LiJ
18. Trash rack is installed
❑
❑ ❑
19. Vegetated filter is in place (if applicable)
❑
❑
52E]
20. Relative elevations match approved plans
LJ
❑
❑ Id
21. Fountain pump (if permitted) is less than or equal to the maximum allowable size: #0
❑
❑
El ❑
.
I
nG
V3.3 09

BIORETENTION CELL: O & M Inspection Checklist
r
INLET -arid PERIMETER'.. �;
44,rw; ✓a�
,.: '
1. Inlet and Perimeter are free of erosive gulliesandbare soil areas: (03 S r
,0011
❑
0
2. Inlet device (swale, pipe, stone verge) is free of erosion, damage or clogs:
❑
❑
3. Weir heights appear to match approved plans:
[/
❑
❑
❑
PRETREATMENT
4. Flow is entering pretreatment area (not being bypassed): A/o Q�'}vev°�'``�
❑
❑
❑
5. Pretreatment area is free of erosion:
R'
❑
❑
❑
6. Pretreatment area is free of excessive sediment or clogs:
❑
❑
❑
❑
MAIN.TREATMENT,AREA . - . .
7. Side slopes are 3:1 or less:
❑
FT-
❑
❑
8. The under drain system is free Flowing and free of clogs (if applicable):
❑
❑
❑
ffr
9. Cleanout(s) and cap is provided for the under drain as per the approved plans:
? ❑
B�
❑
❑
10. Heavy equipment has not been driven into the cell:
'©,
❑
❑
❑
11. Surface is free of piles of heavy materials (piles of mulch, etc):
LI
❑
❑
❑
12. Ponding depth is 9-12 inches after rain:
❑''
❑
❑
❑
13. All dimensions are >=10ft.:
❑
❑
❑
❑
SOIL%MULCH'and VEGETATION
14. Plants are healthy and being maintained:
❑
ef
❑
❑
15. The proper amount and type of vegetation is present in the cell: e'v— �� S
❑
[a
❑
❑
16. Mulch is in good condition (has not broken down or Floated/migrated towards the outlet):
❑
E
❑
❑
17. Surface if free of excessive sediment and clogs:
1:1
2--
❑
❑
18. Trees are free of stakes/wires > 6 months after planting:
0
. ❑
❑
❑
19. The annual soil test shows the proper pH and absence of heavy metal accumulation:
❑
❑
❑
B"
n
OUTLET
20. Outlet is free of evidence of improper drainage (no standing water, cattails, etc.): ❑Y
❑
❑
❑
21. Outlet device (drop inlet, weir, etc.) is free of damage or clogs: ❑
❑
©-
❑
22. Orifice size matches approved plans: �,,; J ❑
❑
0�
❑
23. Outlet is free of damage, clogs, or erosion: '``1`'✓ 0,
❑
❑
24. Relative elevations match approved plans: IT
❑
❑
❑
V3.3_09

�Xffy'A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
February 16, 2011
CERTIFIED MAIL 97010 0290 0001 5628 9806
RETURN RECEIPT REOUESTED
Mr. C. Brantley Tillman, Member
Weeksville Crossing, LLC
P.O. Box 10324
Raleigh, NC 27605
Subject: NOTICE OF INSPECTION
Stormwater Management Permit No. SW70611 15
Weeksville Crossing Shopping Center
Pasquotank County
Dear Mr, Tillman:
On January 28, 2011, Robbie Bullock of the Washington Regional Office performed an inspection of
your file to determine the status of compliance with Stormwater Permit SW7061 115. Permit Number
SW7061 115 was issued to you on July 18, 2007 for the Weeksville Crossing Shopping Center, located at
1903 Weeksville Road, Elizabeth City, Pasquotank County, North Carolina.
This letter is to notify you that deficiencies were found during your file inspection. As a result you may
be in violation of Title 15A North Carolina Administrative Code (NCAC) 2H .1003 for failing to comply
with terms, conditions and limitations of a Stormwater Management Permit No. SW7061115.
Due to the deficiencies noted in your file, DWQ will be performinga site inspection within the next 6-12
months. Please take this time to submit the required documents and inspect your permitted system.
Please correct any issues including the maintenance tasks listed in the enclosed O&M agreement. Long
term operation and maintenance are the responsibility of the permit holder until such time that the permit
is formally transferred through DWQ to another responsible entity.
As a result of the DWQ file review, the following deficiencies are noted:
1. Failure to Submit a Designer's Certification
Title 15A NCAC 2H .1008 0) requires that upon completion of construction, the designer for the type of
Stormwater system installed must certify that the system was inspected during construction, was
constructed in substantial conformity with plans and specifications approved by DWQ, and complies with
the requirements of this Section, As of the date of this letter, DWQ has not received this certification.
North Carolina Division of Water Quality Internet: www.ncwaterouality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolliina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead or the email of the inspector within 30 calendar days of receipt of this Notice. Please provide a
written "Plan of Action" which outlines the actions you will take to correct the noted deficiencies, a plan
for an inspection of your system for any operation and maintenance issues and a time frame for
completion of those actions.
1. Submit Designer's Certification.
Thank you for your immediate attention to this matter. Please be advised, violations of the conditions of
a State Stormwater Permit are subject to a civil penalty assessment of up to $25,000.00 per day for
each violation pursuant to North Carolina General Statute 143-215.6A.Should you have any
questions regarding these matters, please contact either myself or Al Hodge, Regional Supervisior at
[phone].
Sincerely,
1141volel
Robbie Bullock
Surface Water Protection Section
Washington Regional Office
R,obert.e.bul [e-mail]
Enclosures: Designer's Certification
cc: John Hennessy- NPS-ACOU
,,-WaRO Files
DWQ Central Files

A
NPOSTAL
IJNITEDST/]TES
SERVICE.
Date: 02/23/2011
Della Robbins:
The following is in response to your 02/23/2011 request for delivery information on your
Certified Mail(TM) item number 7010 0290 0001 5628 9806. The delivery record shows that
this item was delivered on 02/22/2011 at 01:28 PM in RALEIGH, NC 27605. The scanned
image of the recipient information is provided below.
-- Delivery s.com
e
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LIP&�r,� I r'Ts
Address of Recipient: F
Thank you for selecting the Postal Service for your mailing needs. If you require additional
assistance, please contact your local Post Office or postal representative.
Sincerely,
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Label/Receipt Number: 7010 0290 0001 5628 9806
Expected Delivery Date: February 18, 2011 Track & Confirm
Class: First -Class MailO Enter Label/Receipt Number,
Service(s): Certified Mail"
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NC 27605,
Detailed Results:
• Delivered, February 22, 2011, 1:28 pm, RALEIGH, NC 27605
• Notice Left, February 18, 2011, 11:40 am, RALEIGH, NC 27605
• Forwarded, February 18, 2011, 9:64 am, RALEIGH, NC
• Arrival at Unit, February 18, 2011, 9:49 am, RALEIGH, NC 27609
• Acceptance, February 17, 2011, 4:41 pm, WASHiNGTON, NC 27889
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AF-WAA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins Dee Freeman
Governor Director Secretary
.January 28, 2011
CERTIFIED MAIL ##7010 0290 0001 5628 9196
RETURN RECEIPT REOUESTED
Mr. C. Brantley Tillman, Member
Weeksville Crossing, LLC
1648 North Market Street, Suite E
Raleigh, NC 27609
Subject: NOTICE OF INSPECTION
Stormwater Management Permit No. SW7061115
Weeksville Crossing Shopping Center
Pasquotank County
Dear Mr. Tillman:
On January 28, 2011, Robbie Bullock of the Washington Regional Office performed an inspection of
your file to determine the status of compliance with Stormwater Permit SW7061115, Permit Number
SW7061115 was issued to you on July 18, 2007 for the Weeksville Crossing Shopping Center, located at
1903 Weeksville Road, Elizabeth City, Pasquotank County, North Carolina.
This letter is to notify you that deficiencies were found during your file inspection. As a result you may
be in violation of Title 15A North Carolina Administrative Code (NCAC) 21-1 .1003 for failing to comply
with terms, conditions and limitations of a Stormwater Management Permit No. SW7061115.
Due to the deficiencies noted to your file, DWQ will be performing a site inspection within the next 6-12
months. Please take this time to submit the required documents and inspect your permitted system.
Please correct any issues including the maintenance tasks listed in the enclosed O&M agreement. Long
term operation and maintenance are the responsibility of the permit holder until such time that the permit
is formally transferred through DWQ to another responsible entity.
As a result of the DWQ file review, the following deficiencies are noted:
1. Failure to Submit a Designer's Certification
Title 15A NCAC 2H .1008 0) requires that upon completion of construction, the designer for the type of
stormwater system installed must certify that the system was inspected during construction, was
constructed in substantial conformity with plans and specifications approved by DWQ, and complies with
the requirements of this Section. As of the date of this letter, DWQ has not received this certification.
North Carolina Division of Water Quality tntemet www.ncwaterguality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post consumer Paper
NorthCarolina
Aatmrally

Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead or the email of the inspector within 30 calendar days of receipt of this Notice. Please provide a
written "Plan of Action" which outlines the actions you will take to correct the noted deficiencies, a plan
for an inspection of your system for any operation and maintenance issues and a time frame for
completion of those actions.
1. Submit Designer's Certification.
Thank you for your immediate attention to this matter. Please be advised, violations of the conditions of
a State Stormwater Permit are subject to a civil penalty assessment of up to $25,000.00 per day for
each violation pursuant to North Carolina General Statute 143-215.6A.Should you have any
questions regarding these matters, please contact either myself or Al Hodge, Regional Supervisior at
[phone].
Sincerely,
Robbie Bullock
Surface Water Protection Section
Washington Regional Office
Robert,e,[e-mail]
ncdenr.gov
Enclosures: Designer's Certification
cc; John Hennessy- NPS-ACOU
L,,"WaRO Piles
DWQ Central Files

C200729700548 SOSID: 0838160
Date Filed: 10/25/2007 4:01:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200729700548
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General SWutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: WeeltsvNle Crossing, LLC
Entity Type: ❑Corporation, ❑Foreign Corporation, ❑Nonprofit Corporation, ❑foreign Nonprofit Corporation,
QLimited Liability Company, ❑Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's roistered office currently on file is:
Number and Street: 141 PmMenre Road, Suite 160
City, State, Zip Code: Chapel Hill, NO 27514 County: Orange
The mailing address if dafferent f om the street address of the registered office currently on file is:
The name of the current registered agent is: Ronald Domastein
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 203 E. Whitaker Mill Road, Suite 109
City, State, Zip Code: Raleigh, NC 2MM
County: Wake
2. The mailing address if differentfrom om the sheet address of the new registered office is:
(complete this item only if the oddness of the registered office is being changed)
P.O. Box 10324, Raleigh, NO 27605
3. "lire name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
William H. Weathampoon, Jr.
Type or Print Name of New Agent * Signature c4� Ti1
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the 2Zday of Ocmber , 2007 Weeksvitle Grassi LLC
i
Signature
C. Brantley Tillman, Manager
Type or Print Name and Title
Notes: Filing fee h SS.t1a. Tors document must be filed with the Secretary of State.
a Instead of signing here, the new registered agent may sign a separate writteo cannot to the appolatment, which most he attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEICift NC 27626-0622
Revised January 2002 Form BE-06

-0 (Domestic Only;
cO 0 k
For delivery
Cr
co OFFICIAL We I
^0 rrnz
,� Postage & �
trl
Certified Fee n
rq a 1 N �' ark),�,/
a Refum Receipt Fee i
p (Endorsement Required) .
Restdcted DeRWery Fee ND�,�
(Endorsement Required)
Er
rU TetW Postage & Fees $ / i 3
0
nr o 0 MR. C. BRANTLEY TILLMAN
r-'! o WEEKSVILLE CROSSING LLC ""'
p-Poe PO BOX 10324 .........
RALEIGH NC 27605

UNITED STATES
2POSTAL
�SERVICE.
Date: 02/16/2011
Della Robbins:
In response to your request dated 02/15/2011, we regret to inform you that we were unable to
locate any delivery information in our records regarding your item number 7010 0290 0001
5628 9196.
If you require additional assistance, please take this receipt to your local Post Office or postal
representative.
Sincerely,
United States Postal Service

MINNIE BURBAGE-TkXCT
Project # 7-1007.S1
Borina Location 38
i
OWE -
Horizon
.Di
rcm 06�.,
r
's
-N -.9
T.
-orrs
A
0-6
2.5y 4/3
loam
Weak
1'_ gr
very friable
Btg
6-46
5y 5/1
1 Oyr 6/8
clay
Moderate'
abk
extr. firm
Expansive v st/v
5y 711
pt
Bctg
46-60
5y 5/2
1 Oyr 6/8sandy
clay loam
Weak
sbk
friable
5pb 4/1
Cg
60-80
5y 611
loamy sand
ma
very friable
fine Is
2Cg
66-84
1 Ogy 5/1
7,5 yr 5/8
loamy sand
ma Y
f very friable
Very Fine Is
Seasonal High Water Table:
<12 -.­.zl,nches
Sand-Unod Trench Information`
Pretreatment Required:—
No
Field Ksat Testing Required:"-':'
No
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Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
May 4, 2006
Y
Mr. Scott Vinson
"REC E & V
MAY - 8 2037
NCDENR
Division of Water Quality DWQ-WARD
943 Washington Square Mall `C
Washington, North Carolina 27889
Re: Revision to Stormwater Management Permit No. SW7061115
Weeksville Crossing Shopping Center
Dear Mr. Vinson:
RO Drawer 870
Kitty Hawk, NC 27949
Phone!252-261-3300
Fax:252-2b1-1260
PRINCIPALS
Soon C. Boyle, P.E.
Joseph S. Lossiter, C.E.P.
Eduardo J. Valdivieso, P.E.
ASSOCIATES
Joseph J. Anlout, P.E.
Katherine C. Morchello, P.L.S.
Comments from the City of Elizabeth City have necessitated some minor revisions to the parking configuration on,
the north end of the site. These revisions required minor reconfiguration of the bioretention areas serving Drainage
Areas 8 and 9 and also resulted in a small change to the drainage area draining to the wet basin serving Drainage
Area 1. These three drainage areas are the only areas which are impacted by this revision.
Enclosed, please find a Permit Modification Application as well as new supplements for Drainage Areas 1, 8, and
9. Revised plans, narrative, and calculations are also included. Please note that complete calculations and
narrative are included, but only the sections addressing Drainage Areas 1, 8, and 9 have been revised.
The following items are included and shall be considered part of this submittal package:
1. Fee Check in the amount of $420.00
2. Two (2) copies of the Stormwater Management Permit Application Form
3. Two (2) copies of the Wet Basin Supplement (D.A. 1) and Bioretention Basin Supplements (D.A. 8 and 9)
4. Stormwater Management Plan Narrative
5. Two (2) sets of Grading and Drainage Plans and Soil Erosion and Sedimentation Control Plans (sheets C4,
C7, C9 - C 11, and C 17 of plan set).
If you have any questions, or require any additional information, please do not hesitate to contact me at (252) 261-
3300.
Sincerely,
Quible & Associates, P.C.
L avid A. eel, P.E.

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