SW8050110_HISTORICAL FILE_20180326

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT
NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
T
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

M'
Lewis,Linda
From: Neil Robinette <[e-mail]>
Sent: Monday, March 26, 2018 4:54 PM
To: Lewis,Linda
Cc: John Tunstall; Amy Norris; Pusey, Steven; Scott, Georgette;Leon
Subject: RE: [External] RE: 4614 Market St. Wilmington, NC-{SW87050110 Biltmore Developers
Attachments: 04177 (11026)-03-26-18-s-sw-cert. (Hand Executed).pdf; 20180321_081651_resizedjpg;
20180321_081616_resized.jpg; 20180321_081612_resized jpg; 20180321_081606
_resized.jpg
e External email Do:not click lE�k`s or o eri attachments unless vercfied send all icious email as anattachment to :_.::
f;e Ortsa nl 9 aZ r "
Linda,
i hope this finds you well. Thank you for your patience with us as we complete the necessary repairs to the pond
referenced in the subject line. i have attached the Designer's Certification for the project along with a few photos of the
completed pond. We will have the pond in a routine maintenance project to ensure it remains in compliance in the
future.
Amy Norris will be sending you the original Designer Certification for your records. I believe this completes the
deficiencies from the October 27, 2017 notice. Please let us know if that is the case, or if you need anything additional.
All the best,
Neil Robinette
Tri City, Inc.
http://www.tricityinc.net/
[phone] (office)
[phone] (cell)
From: Lewis,Linda <[e-mail]>
Sent: Thursday, March 15, 2018 2:10 PM
To: Neil Robinette <[e-mail]>
Cc: John Tunstall <[e-mail]>; Amy Norris <[e-mail]>; Pusey, Steven
<[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] RE: 4614 Market St. Wilmington, NC - SW8 050110 Biltmore Developers
That's great. It looks like you have done a lot to get the facility back into compliance. I have no
problem with an extension of 2 weeks, until March 29, 2018 to get it all done.
Thank you.
Linda
From: Neil Robinette [mailto:[e-mail]]
Sent: Thursday, March 15, 2018 12:28 PM
To: Lewis,Linda <[e-mail]>

.cc: John Tunstall <[e-mail]>; Amy Norris <[e-mail]>; Pusey, Steven
<[e-mail]>; Scott, Georgette <[e-mail]>
Subject: [External] RE: 4614 Market St. Wilmington, NC - SW8 050110 Biltmore Developers
Linda,
I hope this finds you well. This is a follow up to my email and letter I sent to your office on Dec. 19", 2017. That
message is attached for your reference.
We have been working diligently to bring the stormwater pond back into compliance. The contractor completed the
work on the facility last week. John Tunstall, engineer of record has performed his review and has request a few
additional minor items be addressed and completed prior to submitting his designer certification.
We represented we would have the work and certification fully completed by today, March 15, 2018. Unfortunately, we
are not quite in that position, but we have made substantial progress and only need to finalize the punch list items. As
you can see from the recent photo, the pond facility has undergone significant work to address; (i) the maintenance of
the pond in accordance with the design, (ii) addressing the offsite drainage to bypass around the pond, (iii) adjustments
and repairs to the pond features to bring it into compliance with the design. We request your patience with us for
another two weeks while we finalize these remaining items and allow us to review and issue the designer certification as
required. We are pushing hard to get this completed before two weeks and will put forth our best efforts to do so.
We appreciate your patience and consideration in working with us to see this through to full and proper completion
over the next couple of weeks. Please let me know if this is acceptable, or if you have any additional questions or
concerns.
Thank you,
Neil Robinette
Tri City, Inc.
http://www.tricityinc.net/
[phone] (office)
[phone] (cell)
From: Neil Robinette
Sent: Tuesday, December 19, 2017 1:57 PM
To: '[e-mail]' <[e-mail]>
Cc: 'John Tunstall' <[e-mail]>; 'Amy Norris' <[e-mail]>; 'Pusey, Steven'
<steven. [e-mail]>
Subject: 4614 Market St. Wilmington, NC - SW8 050110 Biltmore Developers
Linda,
Please find the attached letter that is also being transmitted to you via certified mail in response to the Notice send to
Biltmore Developers on October 27, 2017. 1 assure you it is a high priority for Biltmore and its engineer, John Tunstall to
get all deficiencies addressed in a timely manner. Please feel free to reach out to me with any questions. We appreciate
your time in reviewing this letter and look forward to hearing back.

Thank you,
Neil Robinette
Tri City, Inc.
http://www.tricityinc.net/
[phone] (office)
[phone] (cell)

State Stormwater Management Systems
Permit No. SW8 550110
Siltmore Developers - 4614 Market Street
Stormwater Permit No. SW8 050110
New Hanover_ County -
Designer's Certification
I, �, a 'a duly registereaobse
M(periodically/
l��(efi
in the State of North Carolina, havi g been authorized to week /
full time) the.construction of the project,
l
rmQ�" - i i 1111'(AC )
(Project)
forq-�
lvDL(Project Owner) hereby state that, to the
best of my abilities, due care nd d ligence 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;
Signature
Registration Number,_
Date
Page 6of7

State Stormwater Management Systems
Permit No. SW8 050110
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.
,,,— aJTT49X" r fe 1b.e_
9. Vegetated slopes -ems no steeper than 3:1.
A-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 perthe 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-DWQ Regional. Office
Tony Roberts, Inspector, New Hanover County Building Inspections
Page 7 of 7

Lewis,Linda
From:
Sent:
To:
Cc:
Subject:
Ms. Robinette:
Lewis,Linda
Tuesday, January 23, 2018.3:56 PM
' nrobi [e-mail]'
'John Tunstall'
SW8 050110 Advance Auto Store
The Division received your December 19, 2017 letter regarding the compliance issues associated
with the subject stormwater management permit. Thank you for responding in a timely manner.
The Division understands that time is needed to restore such a site to compliance, and is willing to
grant you an extension to March 15, 2018, to address the deficiencies and provide the certification.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy. Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewisCd)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing Compares._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

UEML'K'U5 UNLY __ ---
Date Received Fee Paid Permit Number
rz. , � sw asa co
vo�lt,
e'?�
STATE STORMWATER:
PERMIT INFORMATION UPDATE APPLICATION FORM
There is NO FEE for updating project name or permittee information
This form is to only to be used by the current permittee to notify the Division of.'
1) changes to the Point of Contact (signing official) for7he current permittee (LLC, Corporation, NOA or POA);
2) changes to the mailing address, phone number or email address of the current permittee;
3) changes to the name of the project; and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS.
A. NEW PERMIT INFORMATION
State Stormwater Permit Number: SW8 050110
Are you updating
(check all that apply):
If so, please provide the updated information:
❑ Project name
❑ Corporation Name'
® Permit Contact Name2,3
Claudia Robinette
® Permit Contact Title
Manager
® Mailing Address3
1227 Rockingham Rd. Rockingham, NC 28379
® Phone number
[phone]
® Email address
nrobinette(a tricityi nc. net
Provide documentation such as a Name Change / Merger filed with the NCSOS.
Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance
with 15A NCAC 02H .10400 }.
If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION OF PERMITTEE
I, Claudia Robinette , the current permittee, hereby notify DEMLR that I am making the changes as listed
in Section A above. I further attest that this application for an update to the permit information currently on file is accurate
and complete to the bolt of my kngwl d e.
Signature:
Date: l'Z—/ ` Y`` 7
a Notary Public for the State of
County of do hereby certify that (1ccu�O jet %bl't"
personally appeared before me this the C. day off 20 \7 , and acknowledge the due
ex cuutiio�o�pe'forgoing instrument. Witness my hand and official seal,
uA • otary Seal�G'
°T ARC EPEFIVE
- n Notar�i��itury r DEC 1 12017
:y
%jrA'y�eAmC�s�+4; pires
�d1j+�ei�tti�i�
Stormwater Permit Information Update Form Page 1 of 1 May 11, 2017

BILTMORE DEVELOPERS, LLC
1227 Rockingham Rd. Rockingham, NC 28379
T [phone] F [phone]
December 19, 2017
Linda Lewis, E.I.
State of North Carolina Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington NC, 28405
ECEIVE
DEC 2 12017
Subject Notice of Permit Extension 1 Notice of Inspection — Not Compliant Biltmore
Developers site at 4614 Market Street, Wilmington, NC State Stormwater
Management Permit No. SW8 050110 New Hanover County
Dear Ms. Lewis:
Biltmore Developers, LLC is in receipt of the Division's Notice dated October 27, 2017 regarding
the above referenced property and Permit. Biltmore takes this matter seriously and understands
the importance of getting all issues resolved in a timely and satisfactory manner.
As requested, attached is a completed State Stormwater Permit Information Update Application
Form to update its new contact and mailing address.
Biltmore is currently working on a corrective plan of action to address all deficiencies and
requirements contained in the Notice. Mr. John Tunstall, engineer of record on the project is
providing consulting services related to the following items; i) maintenance of the pond in
accordance with the design condition, ii) addressing the offsite drainage to be bypassed around the
pond as currently approved, and iii) adjustments to pond features to bring it into compliance with
the design. Upon completion of those objectives, Mr. Tunstall will be able to promptly deliver the
Designer's Certificate.
Biltmore and Mr. Tunstall are coordinating the necessary maintenance and repair activities with
qualified contractors to finalize the scope of work required and perform the work. Mr. Tunstall
will oversee the work being done.
Based on our communication and coordinating with Mr. Tunstall and the contractors, we
respectfully request the Division consider a request of extension to March 15, 2018 to allow
Biltmore to satisfactorily resolve all the identified deficiencies and requirements in the Notice.

0
We appreciate your consideration of this request and look forward to hearing back from you soon.
If you have any questions, please feel free to contact me at the Biltmore office, telephone number
[phone] or via email at nrobinette(R.trieityinc.net.
Sincerely,
Biltmore Developers, LLC
By: Claudia Robinette
Its: Manager
cc: John Tunstall, P.E., Norris and Tunstall

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Energy, Mineral &
Land Resources
ENVIRONMENTAL OVALITV
October 27. 2017
Biltmore Developers; LLC .
ATTN: Claudia S. Robinette, IvIanage.r
1227 Rockinghain Road
Rockinghatn, NC 28379
Subject: Notice of Permit Extension / Notice of Inspection — Not Compliant
Riltmore Developers site at 4614 Market Street, Wilmington, NC
State StorniNvater Management Permit No. SN;'S 050110
New Hanover County,
Dear wls. Robinette:
TRACY DAVIS
Director
Effective august 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (1)11rQ) to the Division of'Energy, IMineral and Land Resources (DENlLR). All previous
references to DWO will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DE1\1LK as the Division responsible for issuance of the
subject storinwater management permit.
On August 5, 2009, the Governor signed ,Session Law 2009-406. This law impacted any development
approval issued by the former Division of W.-IfCr Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The
law extended the effective period of any storntwrater permit that was set to expire during this time frame
to three (3) ycars from its current expiration date. On August 2, 2010, the Governor signed Session LaNv
2010-177, which granted an extra year for a total of four (4) years extension. Accordingly, the Division is
herewith notifying you that the subject permit, which already expired on February 2, 2015 is now
effective from the date of issuance until February 2, 2019, which includes all available extensions. A
renewal application must be submitted 180 days before the new expiration date.
Oct October 27, 2017, the Wilmington Regional Off ice of the Division of Energy, lAineral and Land
Resources (DENII-R) inspected the project which is currently operated as an Advance Auto; located at
4614 Market. Street in Wilmington, New Hanover County to determine the status of compliance with the
State Stormwater N'Ianagernent Permit Number S1V8 050110 issued on February 2, 2005. DE1\9LR file
revie1W and site inspection revealed that the site is not in compliance with the terms and conditions of till's
permit. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to
this letter; which summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
l . The Designer's Certification must be submitted.
2. The pond must be maintained to restore it to design condition.
3. The offsite drainage must be bypassed aroilnd the pond as currently approved. If it is not-
bypassed, then the pond must be redesigned to account for this offsite runoff.
4. Complete and submit a Permit Update form to document your change offinailing address.
State of North Carotina I Environmental Quallty I Energy. Mircrai and Land Resources
WilmingtunRegionalofficc 1127Cardinal MiceExtension I,"'ilmingtun.NC?5405
910 796 7215

State Stornnwater I'errnii No, SW8 050110
Page 2 of 2
Please be reminded that. if the project ownership changes, it is your responsibility as the perminee of
record to submit a completed and signed Permit Transfer Application Form to the Division of Energy,
t�9ineral and Land Resources 30-60 calendar days prior to making any of the below listed changes. This
form is availahle on our �xebsit.e at: httpsa/deq.nc.�ov/about!divisiottslencrU�-ntincrsl-land
resources/enertry-miners]-land-rulcslstcx'm�yater-pro-;ralti/post-cof�st.ruction.
a. An ownership change including the sale or conveyance of the permitted project area in whole or
in part.. This does not Include the conveyance of subdivided residential lots to individuals which
are made subject to a recorded declaration of covenants and restrictions which contain the
statements required by the siornlwater permit;
h. The sale or conveyance of the common areas to a 1-Iomeowner's or- Property Owner's
Association, subject to the requirements of Session Lary 2011-256;
c.. Foreclosure proceedings. -
(I . Filing for Rankrtlpicy;
e- Dissolution of the partnership or corporate entity. Per NCGS 57D-6-07; a dissolved 111.,C shall
.wind up, which may include continuing the business of the LLC for a period of tune. The person
charged with winding up the LLC shall collect the LLC's assets [which include the storniwat.er
inanagemenf permit], and distribute the assets as provided in \CGS 571)-6-08(2).
Please be advised that until you submit the required Penim Transfer Application Forrn to the Division and
receive approval from the Division to transfer the permit, yotl are required to comply >vith the terms,
conditions and limitations of the Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H .1003 and North Carolina General Statute 1113-214.7, including the requirements
to provide the designer certification and to operate and maintain the permitted storinwater systern.
Failure to provide the requested information; or to respond to this letter with a plan of action; including a
timeline to resolve the identified deficiencies, by January 2, 2018, are considered on -going violations of
the permit. If the requested information is not submitted to this office by the due date, then DENILR staff
will re -inspect: the site and may issue a Notice of Violation. Please ,also note that any individual or entity
found to be in noncompliance %vlth the provisions of a stormwater management permit or the siorinwater
rules is subject to enforcement action as set forlh in ;iNIMS 143 Article 21, including the assessment of
civil penalties of up to S25,000 per day.
1f 5'ou have an), questions; please contact me at the Wilmington Regional Office, telephone number (910)-
14-7215 or via ernail at linda.1cwistancdenr.gov.
Sincerely,
X!�� dou '-d"
Linda Lewis, E.I.
Environmental Engineer III
Eric: Compliance Inspection Report
'VGDSlarl: G:111StormwaterlPermits & frcjects120051050110 E-1E)12017 10 CD —deficient 050110
cc: John Twistall, t'.E., Norris and Tnnstall
Rob Gordon. City of Wilmington Public Services
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater Permit File
State of North Carolina I Frivir-orimoital Quality I D rgy. Mincrai and Land Rrnourc ,%
lA'iEmingtoII Region8t oi7icr 1 127 Cardinal ryrive D,Icnsinn I Wilmington. NC 28405
910 7% 7215

h
Compliance Inspection Report
Permit: S1rd8050110 Effective:02102105 Expiration: 02/02/19
Project:
Biltmore Developers
Owner:
Billmore Developers, LLC
County:
New Hanover
Region:
Wdminglon
Adress: 4614 iviarl St
City/State/Zip: lVftinoton NC 28405
Contact Person: J Allen Jordan Title:
Directions to Project:
1.08 miles west from the intersection of Hwy 17 (fdlarket S(.) and 1.40 (College Rd.).
Type of Project: State Stormvater - HD - Detention Pond
Drain Areas: 1 -
On -Site Representative(s):
Related Permits:
Inspection Date: 10/27/2017 Entry Time: 09:50AM
Primary Inspector: Alida R Lewis
Secondary Inspector(s):
Reason for Inspection: Fallow -up
Permit Inspection Type: Stale Slormwaler
Facility Status: ❑ Cornpliant ® Not Compliant
Question Areas:
10 State Slormwaler
(See attachment summary)
Phone: [phone]
Exit Time: 10:00AM
Phone: [phone]
Inspection Type: Compliance Evaluation
page. 1

Permit: SwB050110 Owner - Project: Billmore Developers, LLC t
Inspection Date: 1107120r7 Inspection Type Compliance Evaluation Reason for Visit Follow-up `
Inspection Summary:
The project had been issued 2 previous notices of violation that have not been resolved. The project was inspected to
determine the current status of compliance. The following deficiencies were noted during the inspection:
i, The Designer Certification has still not been submitted despite 2 previous NOV's requiring that it be submitted. Please
submit the required certification.
2. The pond is in dire need of maintenance. Please maintain the pond per the slgned O&M agreement and restore it to
design condition.
3 Unpermittec Dffs}te drainage is entering the pond. Please either redirect the offsite runoff around the pond as currently
permitted, or submit a permit modification to redesign the pond to accept that additional runoff volume.
4. Tne permittee did not notify the Division of thelr change of mailing address
pace: 2

1�Permit: Sw80501tq Owner • Project: ©iltrno:e Developers, LLC
Inspection Date: 0127120'. 7 Inspection Type Comoliance Evatualion Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? ® ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ® ❑ ❑
Signed copy of the Operation & Maintenance Agieernenl is in the File? ® ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ® ❑
Comment i The permit was extended and will now expire on February 2. 2019.
2. The Designer's Celilficatlon for the proiecl has not peen received despite mo Notices of Violation for
faillna to provide it.
Built -Upon Area Yes No NA NE
Is the site 6UA constructed as per the permit and approval plans? ® ❑ ❑ ❑
Is the drainage area as her the permit and approved plans? ❑ ® ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the sysl ® ❑ ❑ ❑
Comment: 3. The required swale to bypass the offsite drainage around the pond is not in place. Offsite runoff from
the adiacent business is entering the pond as sheet flow from the building putters and from the
pavement and storage areas.
SW Measures
Yes
No NA NE
Are the SVtir measures constructed as per the approved plans?
®
❑ ❑ ❑
Are the inlels located per the approved plans?
®
❑ ❑ ❑
Are the outlet structures located per the approved plans?
❑ ❑ ❑
Comment:
O eration and Maintenance Yes No NA NE
Are the SW measures being maintained and operated a$ per the permit requirements? ❑ ® ❑ ❑
Are the SW SMP. inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ El
D�NQ upon request?
Comment: 4. The wet detention pond is completely overgrown with vegetation, trees, woody shrubs, vines lily
pads, etc.
5 The slopes are covered with old pieces of granite countertops from the adjacent business
5. The outlet structure was covered with ve etation trash and debris. but the orifice was visible. There
was loo much trash to determine if the temporary pool weir had been installed
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ IN ❑ ❑
page: 3

pe"iL SW8050110 Owner - Project, Biltmore Developers, LLC
Inspection pate: 10127/2017 Inspection Type Compliance Evaluation Reason for Visit: Folio•:. -up
Comment: 7 Two previous Notices of Violation remain unresolved.
8. The permittee failed to notify the Division cf its change of mailing address which occurred sometime
after 2011.
page 4

New Hanover County
Page 1 of 1
PARID: R04915-008-005-000
BILTMORE DEVELOPERS LLC
Parcel
Alt ID
313819.61.1188.000
Address
4614 MARKET ST
Unit
City
WILMINGTON
Zip Code
-
Neighborhood
CGBM3
Class
COM-Commercial
Land Use Code
553-Tires Batteries
Living Units
Acres
1 29
Zoning
RB-REGIONAL BUSINESS
Legal
Legal Description
Tax District
Owners (On January1st)
4614 MARKET ST
PT OLD BECKER BUILDERS PROPERTY MARKET ST
WM
Owner
BILTMORE DEVELOPERS LLC
City
ROCKI NGHAM
State
NC
Country
Zip
28380
THE DATA IS FROM 2017
http-.//ctax,nhcgov.cone/pt/])alalcts/Printl)atalet.aspx?pin=R04915-008-005-000&gsp=I)R... 10/24/2017

Business Registration Division
Pagc 1 of i
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARYOF TATE
PO Box 29622 Raleigh,111C 2762&0622 (919)914-5,100
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Biltmore Developers, LLC
Limited Liability Company Information
Sosl&
0547842
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
5/5/2000
Fiscal Month:
December
Registered Agent:
Robinette, Claudia S
Corporate Addresses
Mailing:
1227 Rockingham Rd
Rockingham, NC 28379-4958
Principal Office:
1227 Rockingham Rd
Rockingham, NC 28379-4958
Reg Office:
1227 Rockingham Rd
Rockingham, NC 28379-4958
Reg Mailing:
1227 Rockingham Rd
Rockingham, NC 28379-4958
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member: CBS, LLC
1305 E. Broad Avenue, Suite 36
Rockingham NC 28379
Manager: Claudia S Robinette
1227 Rockingham Rd
Rockingham NG 28379
Manager: Kenneth R. Robinette
349 Cognac Road
Marston NC 28363
Account
Login
Create
Site
Account
https:H,A�,w.sosne.gov/Search/profcorp/5269042
10/24/2017

h,
LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Biltmore Developers, LLC
SECRETARY OF STATE ID NUMBER: 0547842 STATE OF FORMATION- NC
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENTS_INFORMATIO.N
1. NAME OF REGISTERED AGENT: Robinette, Claudia S
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Ping 0111Ee Use Orly
E-Filed Annual Report
0547842
CAP01708803138
312912017 04:23
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
1227 Rockingham Rd 1227 Rockingham Rd
Rockingham, NC 28379-4958 Richmond County Rockingham, NC 28379-4958
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS:
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
1227 Rockingham Rd
Rockingham, NC 28379-4958
3. PRINCIPAL OFFICE EMAIL: Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
1227 Rockingham Rd
Rockingham, NC 28379-4958
SECTION C: _C_OMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Claudia S Robinette NAME: Kenneth R. Robinette
TITLE: Manager TITLE: Manager
ADDRESS: ADDRESS:
1227 Rockingham Rd 349 Cognac Road
rockingham, NC 28379 Marston, NC 28363
NAME: CBS, LLC
TITLE: hAonmhar
ADDRESS:
1305 E. Broad Avenue, Suite 36
Rockingham, NC 28379
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Claudia S Robinette
SIGNATURE
Form must be signed by a Company Official listed under Sec.-lier C of this form,
3/29/2017
DATE
Claudia S Robinette Manager
Print or Type Name of Company Official Print or Tvpe The Title of the Company Official
This Annual Report has beer fled electronically.
MAIL TO, Secretary of State, Corporations Division,, Post Office Box 29525, Raleigh, NC 27626-0525

Elaine F. Marshall
SECRETARY OFs'rATE
December 28, 2011
Billmore Developers, LLC
J. Allen Jordan , Agent
275 S Bennett Street
Soul hern fines, NC 28387
State of North Carolina
Department of" the Secretary of State Cheri L. ytyers
DIRECTOR OF CORPORATIONS
NOTICE OF GROUNDS FOR ADMITrISTRATIVE DISSOLUTION OF: Biltmore Developers, LLC
Recently, this office conducted its periodic internal review ofannual reports filed in this office for Limited
Liability Companies in North Carolina. Unfortunately, the review indicates that the above referenced limited
liability company is delinquent in filing one (1) annual report(s) and consequently, is not in compliance with
the North Carolina Limited Liability Company Act.
The Secretary of State is authorized by N.C.G.S. 57C-6-03 to administratively dissolve a limited liability
company if grounds for dissolution exist. Failur-e to file the annual report is grounds for Administrative
Dissolution. This Notice is the first step of the dissolution process. In order to prevent administrative
dissolution, the limited liability company must file the appropriate annual repor((s), or show to the
Corporation's Division of the Secretary of State within sixty (60) days from the date of this Notice that each
ground determined does not exist.
Determining Annual Reports Due
A list of your annual reports submitted to date is viewable by clicking the link to the Corporations Division
web page ai www.sosnc.coni. Search for your company by name and then click "bile Annual Report Online"
From ibis page you will be able to see both, if an annual report was submitted but not deemed in "file" status
due to an error that to date has not been corrected and determine how many annual reports are required. The
due date for filing a Limited Liability Company's annual report is April 15. One report is required for each
year beginning the year after the year of creation.
Online Filim,
Utilize the above link to the entity's profile page, then click 'Tile an Annual Report" at the top of the page and
follow the directions. The fee is S200.00 plus a S2.00 transaction fee. Please keep in mind that these filing
fees are neither retained nor spent. by the Secretary of State's Office, instead they are deposited with the State
Treasurer and are expended by the General Assembly of North Carolina.
Paper Filinu
You may also print a pre -populated form at the web address stated above by clicking "Print. a Pre -Populated
Annual Report Form". Changes can be made on the f illable pdf prior to printing the report. Mail the report
and fees to the address at the bottom of the form. The fee is S200.00.
If you have any concerns or experience technical difficulty with the filing process, please contact our staff at
[phone] or send an entail to noticeososnc.com
Respectfully,
The Corporations Division
PO BOX 29622
RALEIGH, NORTH CAROLIINA 27626.0022

C200911200801
ot►ARtrq.
d °
wFAr.�' LIMITED LIABILITY COMPANY
ti ANNUAL REPORT
NAME OF LIMIITI] LIABILITY COMPANY: Biltmore Developers, LLC
SECRETARY OF STATE L.L.C. ID NUMBER: 0547842
NATURE: OF BUSINESS: developers
REGISTERED A61 NT: Jordan, J. Allen
RECi1S'1"E KI I] Uk I'ICE MAIl.1NG AI]DRI SS: 275 SBennett Street
Southern Pines, NC 28387
SOSI D: 0547842
Date Filed: 4/22/2009 1 1:08:00 A �V1
Elaine F. Marshall
North Carolina Secretary of State
C200911200801
SPATE OF INCORPORATION: XC
RI GlS'I'LREE] OI'PICI; S'l'RIiET ADDR] SS: 275 S Bennett Street
Southern Pines, A'C 28387 ,Moore County
SIGNATURE OFTHE NEW REGISIT'RED AGENT:
PRINCiI'AL OFI,ICI: ITLEPI-iONI; NUMBER: [phone]
PRINCIPAL, OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE S'11ZECT ADDRESS:
MANAGI RS/MEMI3ERS/ORCYANEZERS:
Afame: j allen jordan jordan
Title: Manager
Address:
275 S Bennett Street
Southern Pines NC 28387
SIGNATURE CONSITFUTES CONSENT TO THE APPOINTMENT
275 S Bennett Slreet
Southern Pines, A'C 28387
275 S Bennett Slreet
Southern Pines, NC 28387
CERTIFICATION OF ANNUAL REPORT MUST BE, COMPLETED ED 13Y ALL LIMITED LIABILITY COMPANIES
%'` %3f e7%
FO%ZL,M s'ST BE SIGNED RY k161y1s.4GER/MEMIIER DATE
TYPE OR PRINTNAIafE 'TYPE OR PRIN-1 "l'ITLE
ANNUAL R];PORT FEE; S200 MAIL'I O: SLcTetary of State • Corporation Division • P(wt CTHSce Box 29523 • Raleigh, NC 27626-0125

U.S. Postal Service,.
CERTIFIED
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ormation visit our website at
I m �inf ��rp /� p spa
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Postage $
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t,enl[ied Fee t7 L �Retum Receipt Fee 0
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ri 1ratal Postage & Fees $ � [ !
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! UNITED STATES POSTAL SERVICE
• Sender: Please print your name, address,
NC DENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10:
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February 3, 2011
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
Failure to provide the "Plan of Action" or to correct the violations on or before 15 day of
receipt of this notice are considered violations of 15A NCAC 2H.1000, and may result in
the initiation of enforcement action which will include recommendations for the
assessment of civil penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call David Cox at (910) 796
7215.
Sincerely,
Sad
�e�org�ettecoft
Stormwater Supervisor
Division of Water Quality
GDSldwc: S:1WQSISTORMWATERINOTICE105011.0.apr10
cc: John S. Tunstall, P.E.
New Hanover County Building Inspections
John Hennessey
David Cox
Georgette Scott
Central Files
WiRO
I
Page 2 of 5

YWK
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 3, 2011
CERTIFIED MAIL #7008 1140 0002 3401 3345
RETURN RECEIPT REQUESTED
Mr. J. Alien Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines, NC 28387
Subject: NOTICE OF CONTINUING VIOLATION, NOV-2010-PC-0522
Biltmore Developers — 4614 Market Street
Stormwater Permit No. SW8 050110
New Hanover County
Dear Mr. Jordan:
Dee Freeman
Secretary
On February 3, 2011, Wilmington Regional Office personnel performed a file review of the
subject project, located at 4614 Market St. in Wilmington, New Hanover County, North Carolina.
The inspection was performed to determine the status of compliance with Stormwater Permit
Number SW8 050110, issued to you on February 5, 2005.
The project has been found in violation of Stormwater Permit Number SW8 050110, issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
Failure to certif the stormwater s stem. A file review revealed that this office has
not received a Designers Certificate.
Permit condition states that 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.
To correct these violations you must:
1. Provide a written "Plan of Action" which outlines the actions you will take to correct
the violation(s) and a time frame for completion of those actions, on or before 15
days of receipt of this letter.
2. Submit the,required Designers Certificate.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone'. 910-196.72151 FAX :91U50.20041 Customer Service:1-877-623F74R
Internet: www.ncwaterquality.org
An Equal Opportunity 4 Affirmative Action Employer
One
NorthCaroiina
Naturally

February 3, 2011
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
Biltmore Developers
New Hanover County
Stormwater Protect No. SW8 050110
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
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.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 3 of 5

February 3, 2011
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
Certification Requirements:
Page 2 of 2
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 protect is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ
New Hanover County Building Inspections
Page 4 of 5

Beverly Eaves Perdue
Governor
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
April 28, 2010
Mr. J. Allen Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines /1 `lid 3g
Subject: NOTICE OF VIOLATION, NOV-2010-PC-0522
Biltmore Developers — 4614 Market Street
Stormwater Permit No. SW8 050110
New Hanover County
Dear Mr. Jordan:
Dee Freeman
Secretary
On'February 18, 2010, Wilmington Regional Office personnel performed a Compliance
Inspection and file review of the subject project, located at 4614 Markey St. in Wilmington, New
Hanover County, North Carolina. The inspection was performed to determine the status of
compliance with Stormwater Permit Number SW8 050110, issued to you on February 5, 2005.
The project has been found in violation of Stormwater Permit Number SW8 050110, issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
Failure to cedLfy the stormwafer s stem. A file review revealed that this office
has not received a Designers Certificate.
Permit condition states that 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.
To correct these violations you must:
Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions, on or
before May 28, 2010.
2. Submit the required Designers Certificate.
Failure to provide the "Plan of Action" by May 28, 201.0, or to correct the violations by the date
designated in the 'Plan of Action", are considered violations of 15A NCAC 2H.1000. and may
result in the initiation of enforcement action which may include recommendations for the
assessment of civil penalties, pursuant to NCGS 143-215.6A.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, Borth Carolina 28405 �TQne 1,
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748 1 V O rtl 1 C ar4l i n a
Internet: www.ncwaterquality.arg
rrtUN1111
An Equal Opportunity 1 Atrirmalive Action Employer

April 28, 2010
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call David Cox at (910) 796
7215.
Sincerely,
exeorgettd Scott
Stormwater Supervisor
Division of Water Quality
GDSldwc: S:\WQS\STORMWATER\NOTICE\050110.aprlO
cc: John S. Tunstall, P.E.
New Hanover County Building Inspections
John Hennessey
David Cox
Georgette Scott
Central Files
WiRO
Page 2 of 4

Ain
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
April 28, 2010
Mr. J. Allen Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines
Subject: NOTICE OF VIOLATION, NOV-2010-PC-0622
Biltmore Developers — 4614 Market Street
Stormwater Permit No. SW8 060110
New Hanover County
Dear Mr. Jordan:
On February 18, 2010, Wilmington Regional Office personnel performed a Compliance
Inspection and file review of the subject project, located at 4614 Markey St. in Wilmington, New
Hanover County, North Carolina. The inspection was performed to determine the status of
compliance with Stormwater Permit Number SW8 050110, issued to you on February 5, 2005.
The project has been found in violation of Stormwater Permit Number SW8 050110, issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
Failure to certify the stormwater system. A file review revealed that this office
has not received a Designers Certificate.
Permit condition states that 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.
To correct these violations you must:
Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions, on or
before May 28, 2010.
2. Submit the required Designers Certificate.
Failure to provide the "Plan of Action" by May 28, 2010, or to correct the violations by the date
designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and may
result in the initiation of enforcement action which may include recommendations for the
assessment of civil penalties,'pursuant to NCGS 143-215.6A.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone. [phone] FAX: [phone] Customer Service: 1-877-623V48 N O rth C arol i n a
Internet: www,ncwaterqualit .org ,/ Vatttra "//„
An Equal Opportunity S Affirmative Action Employer y J

April 28, 2010
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call David Cox at (910) 796
7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDSldwc: S:1WQSISTORMWATERINOT10E1050110.apr10
cc: John S. Tunstall, P.E.
New Hanover County Building Inspections
John Hennessey
David Cox
Georgette Scott
Central Files
WiRO
Page 2 of 4

April 28, 2010
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
Biltmore Developers Page 1 of 2
New Hanover County
Stormwater Project No. SW8 050110
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
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.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 3 of 4

April 28, 2010
Biltmore Developers — 4614 Market St.
Stormwater Permit No. SW8 050110
Certification Requirements:
Page 2 of 2
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
M. NCDENR-DWQ
New Hanover County Building inspections
-4.
Page 4 of 4

ArF,QQG Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Cl)North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
February 2, 2005
Mr. J. Allen Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines, NC 28387
Subject: Stormwater Permit No. SW8 050110
Biltmore Developers - 4614 Market Street
High Density Project
New Hanover County
Dear Mr. Jordan:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Biltmore Developers, 4614 Market Street on February 1, 2005. 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.
SW8 050110 dated February 2, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 2, 2015, 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, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Paul Bartlett, or me at [phone],
Sincerely,
Ed Beck
Acting Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:1WQSISTORMWATIPERMIT1050110
cc: John S. Tunstall, P.E., Norris, Kuske & Tunstall Consulting Engineers, Inc.
Tony Roberts, Inspector, New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Paul Bartlett, Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
One
An Equal opporlunitylAffirmative Action Employer— 50% Recycledl10% Post Consumer Paper NorthCarolitia
JlW0171111

State Stormwater Management Systems
Permit No. SW8 050110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
J. Allen Jordan, Jr. and Biltmore Developers, LLC
Biltmore Developers - 4614 Market Street
New Hanover County
FOR THE
construction, operation and maintenance of a 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 Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 2, 2015, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 43,225 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 0 square feet.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050110
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, Acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.26
54,886
0
43,225
1.0
3.5
90%
94.5
4,860
8,593
95.5
1.0" O pipe
1,796
Burnt Mill Creek 1 Cape Fear
18-74-63-2
"CSW"
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 times 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. Mowinq and revegetation of slopes and the vegetated filter.
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, flow
.spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050110
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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 permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050110
13. 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.
III. GENERAL CONDITIONS
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 formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. 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.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 2nd day of February 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan VV. K11meK, F'.E., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050110
Biltmore Developers - 4614 Market Street
Stormwater Permit No. SW8 050110
New Hanover 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:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050110
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-DWQ Regional Office
Tony Roberts, Inspector, New Hanover County Building Inspections
Page 7 of 7

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC,
January 31, 2005
Ms. Linda Lewis, Environmental Engin er
NC DENR Division of Water Quality $
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Project No. SW8 050110
Biitmore Developers — 4614 Market St
Wilmington, NC
NKT Project No. 04177
Dear Ms. Lewis:
J. Phillip Norris, P.E.
John A. Kuske, III, PE.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
�1
a.-I�aS
Enclosed are two (2) sets of revised plans for the subject project and the
following responses to your comments.
1. The revised plans have been modified for improved
clarity on the drainage structures.
2. Per our conversation, the driveway is an existing shared
access drive between two commercial developments.
The shared drive access off Market Street is proposed
to be moved to the property centerline. A 45 foot
alleyway agreement currently exists between the two
properties. All of the drainage from the east side
(Biltmore Developers) of the drive is directed to the new
pond.
3. Corrections made to page 3 of 4 of the Wet Detention
Basin Supplement.
4. Curb inlet invert elevations at Parking Area 5 (Dwg C-2)
have been clarified.
5. The plan scale typo has been corrected.
Please contact us with any questions or comments you may have.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENAMEERS, INC.
Jo n S. Tunstall, PE
JST/Jmc 04177 01-27-05-sw-ltr
Enclosures: 2 sets, pg 3
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS,
January 31, 2005
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Project No. SW8 050110
Biltmore Developers — 4614 Market St
Wilmington, NC
NKT Project No. 04177
Dear Ms. Lewis:
NC.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of revised plans for the subject project and the
following responses to your comments.
1. The revised plans have been modified for improved
clarity on the drainage structures.
2. Per our conversation, the driveway is an existing shared
access drive between two commercial developments.
The shared drive access off Market Street is proposed
to be moved to the property centerline. A 45 foot
alleyway agreement currently exists between the two
properties. All of the drainage from the east side
(Biltmore Developers) of the drive is directed to the new
pond.
3. Corrections made to page 3 of 4 of the Wet Detention
Basin Supplement.
4. Curb inlet invert elevations at Parking Area 5 (Dwg C-2)
have been clarified.
5. The plan scale typo has been corrected.
Please contact us with any questions or comments you may have.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENPINEERS, INC.
Jo n S. Tunstall, PE
JSTljmc 04177 01-27-05-sw-Itr
Enclosures: 2 sets', pg 3
l
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

NORRIS, KUSKE &
TU NSTALL
CONSULTING ENGINEERS, INC.
January 20, 2005
Mr. Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Submittal
Biltmore Developers
Wilmington, NC
NKT Project No. 04177
Dear Mr. Weaver:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $4,000.00 check for the express permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
064"'t, A . JaA&-W__'(Z,Y
John S. Tunstall, P.E.
JSTljmc
04177 01-20-05-s-sw express-Itr
Enclosures
cc: Linda Lewis 1 NC DENR
RECEIVED
sY:
902 Market Street - Wilmington, NC 28401-4733 0 Phone: [phone] - Fax: [phone]

I
r ■;01/48/2003 TUE111:41 FAX [phone] Korris, Kuske, Tunstall ( 001/009
a .
">vORR1S, KUSKE 8. TUNSTALL J. Phillip Norris, P.EJohn A. Kuske, III, P.E.
CONSULTING ENGINEERS INC. JamesJohns.El, P.E. J.A. Kuske, P.E.
James T.. PyMyrile, P.E. C. Lawrence 5needen, Jr-, P.E-
902 Market Street a Wilmington, NC 28401-4733 a Phone [phone] a Fax [phone]
ra www-andrewndkuske.com a [e-mail] ptiv`
LETTER OF TRANSMITTAL I
To:
i Date: ii January`18, 2005
No- 04177
Cameron Weaver
Subject. Biltmore Developers
NCDENR-
WE ARE SENDING YOU VIA
NUMBER 0PAGES iFAX ` TRANNSMTTTAI�;
❑
ATTACHED
❑ UNDER SEPARATE COVER
INCLUDING THrS TRANSMITTAL'
❑
SHOP DRAWINGS
❑ PRINTS ❑ TRACINGS
❑
SPECIFICATIONS
❑DISKS [I COPY OF LETTER
'Call `910,343 9fi53 !tf you:. havedlfficl,�lty:
❑
_
:.
receiving #his message.-. y t
COPIES
DATE
NO.
DESCRIPTION
� 3 i
I r. , L'l�•�i.
.. .. hip .. ... .
Request for Express Permit Review
Narrative and Vicinity Map
lb-r�r-ilr gY r4�`�
A-0 A. W tea+
n nn nc:
Please Call with date. Thank you. 1 JAN
1BY:
❑
AS REQUESTED
❑ FOR REVIEW AND COMMENT- ❑ FOR APPROVAL
❑
FOR YOUR USE
❑ FOR BIDS DUET r4' r, ;' ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
SIGNEI] John S. Tunstall, P.E., fjmc
CONFIDENTIAL AND PRIVILEGED: Information contained In thla deoum0nt'is privdeged,-and
addressee. If you are not the addressee or the person responslbie for delivering it to the'addresses
distribution or copying of this document'is strictly prohibited- If you have received this gdcument in
return to the address above.
confidential, intended for the sole use of the
you are hereby notified that any dissemination,
error please Immediately notify the sender and
3 5a -2-00�f

01/18/2005 TEE 11:41 FAX [phone] Norris, Kuske, Tunstall
'•�• i . ` 3,,,.'+'j" NKT Proi #04177
' NCDENR
Norio Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 (910)395`3900 FAX [phone]
Request for. Express Permit Review
FILL0 all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by9:00A.M. on the reviewdate, unless -priorarmngements-are made.
18, 2005
DATE January
s y. ,r ,
i W -r
APPLICANT Name J. Allen -Jordan, Jr.
Company Biltmor-e Developers, i rz,C
Address�Z��,_ Bennett sts ' ti. City sm,tha p� 2s3g7 County
Phone [phone] Fax [phone] Email
PROJECT Name. Bile Developers
2 002/009
ENGINEERICONSULTANT Name John S. Tunstall, P.E.
Company Norris, Kuske & Tunst.�lliC0nsulting Engineers, Inc.
Address 902 Market Street ,Ci W�lmingt n zip 2840, County
Phone_ 9i0-343--96,53 Fax 910-343` b04'• t I` ''' ' Email .... jtunstall@nkteng,ccan --
❑ STREAM ORIGINATION CERTIFICATION
®'STORMWATER [] Low Density ;F ; Nigh Density -Detention Pond ❑ Off site(D
❑ Low Density -Curb & duffer I ❑ High Density-Infiltration(D
(DThe Soils Scientist must visit the site to confirm the soils prior to submittal..
9The Designers Certification and recorded deed restrictions must be submitted.
❑ COASTAL
MANAGEMENT
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ L4ND.=AUT X [:],Erosion and.Sedimentation Control. Plan.,,,
S t�i
❑ WETLANDS (401 ❑ No Wetlands on Site (letter from COE) ";; ;;:';[],Wetlands Delineated/No JD
71 Greater than 01 AC Wetlands Impacted ❑ Jurisdictional Determination has been done
❑ Le'ss than 0.1 AC Wetlands Impacted ,' D Greater than 0.5 AC Wetlands Impacted
The legislaflon allows additlorial fees, not to exceed I5W%Ifcf the original IL Express Review permit application fee,
to be charged for subsequent reviews due to the Insufficiency of fhe perririt applications.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DENR use only
Fee, Split for multiple permits.:
Total :Fee'Armount
yl ..

01/18/2005 TUE 11:42 FAX [phone] Norris, Kuske, Tunstall
c•
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1
i
Hi hWcx #
cn d
u
L i mImton Ave,,; o
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2 003/009

01/181/2005 TUE 11:42 FAX [phone] Norris, Kuske, Tunstall 2004/009
f . i ' r.. ,T'•111 �'
r
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
BILTMORE DEVELOPERS
4614 Market Street
WILMINGTON, NORTH CAROLINA
For
Biltmore Developer's, ,LLC
275 S. Bennett Street '
Southem Pines; NC 28387
(9'I0) 693 17001 e
F
N CAR
==p : •'•�ssi'
:Q
19851 I r7 a
ON S •il1N �. I..
L v
January 2005
Prepared by: fi
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC_
902 Market Street
Wilmington, North Carolina 28401
[phone]'(Fax)!',
4
E-mail: office nkten• scum
NKT Project No. 04�177
BY• 6ff ' <• :rd 'A _

01/1.8-/2005 TUE 11:42 FAX [phone] Norris, Kuske, Tunstall Z005/009
NKT Project No. 04177 ; ;}
NARRATIVE
DESCRIPTION:
The project site is a six (6) acretractlocated on Market Street in Wilmington, NC_
The soils of the site consist of siltly sands with grades ranging from 0% to 1 %.
Approximately 1.26 acres will be graded to allow construction of a 10,000 SF building
with paved parking and paved access. The runoff from the site is estimated using the
rational method 10-year design storm and rainfall data for the area_ Construction is
scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specificationslgive:the requirements for erosion control
measures. Silt fencing will be provided where stormwater would be expected to sheet
flow from disturbed areas directly. to adjacent property'.„:Gravel check dams will not be
provided unless the Contractor has to temporarily discharge into an open ditch instead
of the proposed storm drain outfall.-The,detention p`arid will be used as a silt basin
during construction and restored to its design contours prior to completion. A gravel
construction entrance will be constructed 'at the Market Street entrance. Maintenance
will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the; site to comply with the City and State
Regulations. The stormwater runoff from '.the development will be directed to the
stormwater detention pond. The stormwai&! ."detention }pond was designed to
accommodate this site at 80% impervious, area lot coverage:
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel constriction• entrance and sift fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/sift basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.
�
h
',4f•
4

01/1V2005" TUE 11: 42 FAX [phone] Norris, Kliske, Tunst'a* fl'
. 2006/009
j
MAINTENANCE PLAN
1. All erosion and sediment control 'practices will be checked for stability and
operation following every runoff -producing rainfail; but in no case less than once
every week. Any needed repairs ; will , be .made immediately to maintain all
practices as designed.
2. Install erosion control measures beffore beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation follbwing�every;runoff-producing rainfall but in
no case less than once every week. Any ' needed repairs will be made
immediately to maintain all practices as designed.
3. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be remoried!immediately.
4. Install erosion control measures around the�drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion=control around the inlets after
each rain and make repairs immediately. IkemoVe sediment when it becomes
0.50 deep to provide adequate' stor4ge'volume4 r subsequent rains. When the
contributing drainage area'has' been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
5. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment ferice will be repaired as necessary to maintain
a barrier.
6. No cut or fill slopes shall exceed a side slope of'1 vertical to 3 horizontal unless
otherwise specified on the plan: All'slapes shall; b`e`seeded and stabilized within
15 days.
�S T stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the" top of the riser. Gravel will be
0S I cleaned or replaced when the sediment pool no longer drains properly.
r� 8� All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
rbi specifications in the vegetative plan ;to maintain a vigorous, dense vegetative
1� 14 cover- F. ,
1
1; :q
,
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01/18/2005 TUE 11:42 FAX [phone] Norris, K�ske,-3instal1,..: � 007/009
9. More stringent measures shall be used to haft erosion if those shown on this plan
are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon Icompletion of project. All permanent
measures will be well established before project closeout.
jre, ;�t ,
0
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• 01/19/2005 TUIE 11:42 FAX [phone] Norris, Kuske, Tunstall Z008/009
SECTION 02920
SOIL EROSION. AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures 'reviewed and approved by the local
permit authority prior to clearing and grading! operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective � covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type-S&1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent'y"°,�
2.3 Lime shall be dolomitic agricultural gtound'limestone containing not less than 10
percent magnesium oxide. "-
2.4 Mulch shall be small grain straw, hay; wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather plariting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minirriu`m of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A, fabric supported by wood or metal
posts spaced not more than 6 feet on;center.` 'The bottom of the fabric shall be buried a
minimum of 6 inche's. '.
2.8 Gravel for check dams shall be #57 washed stone.
tt 1ie ' 'F�1 i.l FR'Y�

01/13/2006 TUE 11:43 FAX [phone] Norris, Kuske, Tunstall
� 009/009
2.9 Aggregate for construction entrance. shall be #4 washed stone.
2.10 Stone rip rap for check dams and -,erosion control, shall be NCDOT Class A or B
as shown. `'
3. EXECUTION 4
,I 1
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into 66''y,wetlanid,or watercourse.
3.2.2 Maintain an undisturbed !vegetat'sJe 1 Lff6., wFiere' possible between a natural
watercourse and trenching and grading operations. 4
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary ;stabilization,, of areas subject to excessive
erosion and for protection of seedbeds afte'r,planting where required.
1. Apply grain straw and hay at 'a! latelof 754o'100 pounds per 1000
square feet and wood chips at a late of 500 pounds per 1000 square
feet. Jute and mesh should, be installedt as per manufacturers
instructions.
2. Asphalt emulsion for slope stabiiU�kion should be applied at a rate of
1,000 gallons per acre. Asphalt emulsion used for anchoring straw
should be applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet aboveknatural grade.,,
3.3.3 Stone Check Dams, placed at the, dischargesI.';.of'-.creeks, ditches, and swales,
shall consist of Class A rip rap at miniiun?A a fek high, -'and three feet thick across the
JW

it
Date Design N 0 R R I S, K U S K E & T U N S T A L L Sheet
11 ti 902Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C.28401 ` Of
Check Job For 45 � �� Job Na.
14,VC IZ- 1Ty 6025r 4�OAO' GJ,Lc , ZzeA-
CA
SEAL
1985op
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es -rvN5%"
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Date Design N O R R I S, K U S K E & T U N S T A L L Sheet
902Market St, CONSULTING ENGINEERS, INC. Wilmington, N.C.28401 Of
Check Job For .lob No.
171
3

04177 Advanced Auto Type 11124-hr Rainfall=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc
HydroCAD® 7.01 sln 000479 Q 1986-20,
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
91.00
50
0
91.10
187
245
91.20
325
491
91.30
462
736
91.40
600
982
91.50
737
1,228
91.60
875
1,473
91.70
1,012
1,719
91.80
1,149
1,964
91.90
1,287
2,210
92,00
1,424
2,455
92.10
1,562
2,700
92.20
1,699
2,946
92.30
1,837
3,191
92.40
1,974
3,437
92.50
2,111
3,683
92.60
2,249
3,928
92.70
2,386
4,174
92.80
2,524
4,419
92.90
2,661
4,665
93.00
2,799
4,910
93.10
2,936
5,155
93.20
3,073
5,401
93.30
3,211
5,646
93.40
3,348
5,892.
93.50
3,486
6,138
93.60
3,623
6,383
93.70
3,761
6,629
93.80
3,898
6,874
93.90
4,035
7,120
94.00
4,173
7,365
94.10
4,310
7,610
94.20
4,448
7,856
94.30
4,585
8,101
94.40
4.IZ3
8,347
94.50
CUN-]
8,593
94.60
4,976
9,281
94.70
5,092
9,971
94.80
5,208
10,659
94.90
5,324
11,349
95.00
5,440
12,038
95.10
5,556
12,726
95.20
5,672
13,416
95.30
5,788
14,104
95.40
5,904
14 794
6,020
15 8
95.60
6,136
16,171
95.70
6,252
16,861
95.80
6,368
17,549
95.90
6,484
18,239
96,00
6,600
18,928
96.10
6,716
19,616
96.20
6,832
20,306
96.30
6,948
20,994
-- Auto Pond
Elevation
Surface
Storage
(feet)
(aft)
(cubic -feet,
96.40
7,064
21,684
96.50
7,180
22,373
96.60
7,296
23,061
96.70
7,412
23,751
96.80
7,528
24,439
96.90
7,644
25,129
97.00
7,760
25,818
97.10
7,876
26,506
97.20
7,992
27,196
97.30
8,108
27,884
97.40
8,224
28,574
97.50
8,340
29,263
97.60
8,456
29,951
97.70
8,672
30,641
97.80
8,688
31,329
97.90
8,804
32,019
98.00
8,920
32,708
r

dvanced Auto & ftture
Development
Advanced Auto Pond
GReach on Rk'

04177 Advanced Auto Type 11124-hr Rainfall=7,00"
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 2
HydroCAD® 7.01 sln 000479 01986-2004 Applied M _. _
Time span=0,00-20,00 hrs, dt=0.05 hrs, 401 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment 1S: Advanced Auto & Future Development Runoff Area-1.260 ac Runoff Depth=5.29"
Tc=10.0 min CN-88 Runoff=6.83 c% 0.555 of
Pond 2P: Advanced Auto Pond Peak Elev=96.30' Storage=21,010 cf Inflow -6.83 cN 0.555 of
Outflow--2.00 cis 0.389 of
Total Runoff Area =1.260 ac Runoff Volume = O.W of Average Runoff Depth = 6.29"

04177 Advanced Auto Type fii 24-hr Rainfali=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 3
HydroCADOD 7.01 s/n 000479 01986-2004 Applied Microcomputer Systems 1/1M5
Subcatchment IS: Advanced Auto & Future Development
Runoff - 6.83 cfs @ 12.14 hrs, Volume= 0,555 ef, Depth= 5.29"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-20,00 hrs, dt= 0.05 hrs
Type III 24-hr Rainfall=7.00"
Area ac CN Description
0,990 98 ( Advanced Auto) Impervious area
0,270 50 green Advanced Auto
1.260 88 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (fVft) (fUsec) (cfs) _
10.0 Direct Entry, Drainage area
Subcatchment 1S: Advanced Auto & Future Development
Hydrograph
p Runo1F
Time (Hours)

04177 Advanced Auto Type 11124-hr Rainfa#=7.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 4
droCADD 7.01 sin 000479 01986-2004 lied Microcomputer Sy5em
Jnced Auto Pond
Inflow Area = 1.260 ac, Inflow Depth = 5.29"
Inflow = 6,83 cfs @ 12.14 hrs, Volume= 0,555 of
Outflow = 2.00 cfs @ 12.52 hrs, Volume= 0,389 A Atten= 71%, Iraq- 22.7 min
Primary = 2.00 cfs @ 12.52 hrs, Volume= 0.389 of
Routing by Stor-Ind method, Time Span= 0.00-20.00 hrs, dt= 0.05 hrs
Starting Elev= 94,50' Surf.Area= 4,860 sf Storage= 8,593 cf
Peak Elev= 96.30' @ 12.52 hrs Surf.Area= 6,951 sf Storage= 21,010 cf (12,417 cf above start)
Flood Elev= 98,00' Surf.Area= 8,920 s€ Storage= 32,708 cf (24,115 cf above start)
Plug -Flow detention time= 264.2 min calculated for 0.192 of (34% of inflow)
Center -of -Mass det, time= 82.2 min ( 842.1 - 759.8 )
#
Invert
Avail.Storage Storage Description
- -
1
91,00,
32,708 of Custom Stage Data (Prismatic) Listed below
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
91,00
50
0 0
94.50
4,860
8,593 8,593
98.00
8,920
24,115 32,708
#
Routing
Invert
Outlet Devices
1
Primary
94,50'
18.0" x 76.0' long Culvert RCP, square edge headwall, Ke= 0.500
Outlet Invert= 94.10' $= 0.0053 ? n= 0.012 Cc= 0,900
2
Primary
94,50'
1.7" Vert. Orifice/Grate C= 0.600
3
Device 1
95.50'
1.50' x 0.33' Vert. Orifice/Grate C= 0,600
4
Device 1
96,30'
10.0' long x 1.0' high Sharp -Crested Rectangular Weir 2 End Contractions)
5
Primary
97,00'
15.0' long x 20.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max= 2.00 cfs @ 12.52 hrs HW=96.30' (Free Discharge)
1=Culvert (Passes 1.90 cfs of 7.96 cfs potential flow)
Eirifi
=Oce/Grate (Orifice Controls 1.90 cfs @ 3.8 fps)
'-Sharp-Crested Rectangular Weir (Weir Controls 0.00 cfs @ 0.1 fps)
2=Orifice/Grate (Orifice Controls 0.10 cfs @ 6.3 fps)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

04177 Advanced Auto
=-epared by Andrew & Kuske Consulting Engineers, Inc
HydroCAn07.01 ti
� y : zt. med Auto Pond
Hydrograph
Time (hours)
Type 11124-hr Rainfall=7.00"
Page 5
E] 1WO-W
[j Primary

dvanced Auto & Future
Development \
Advanced Auto. Pond
Subca Reach .ori �,sC1k'

04177 Advanced Auto Type 11124-hr Rainfall=9.00".
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 2
H droCADS 7.01 s!n 000479 01986-2004 lied Microcomputer Systems 1/13/05
Time span=0.00-20.00 hrs, dt=0.05 hrs, 401 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatehment M Advanced Auto S Future Development Runoff Area=1.260 ac Runoff Depth=7.15"
Tc=10.0 min CN=88 Runoff-9.07 cfs 0.751 of
Pond 2P: Advanced Auto Pond
Peak Elev=96.52' Storage=22,507 cf Inflow=9.07 cfs 0.751 of
Outflow=5.76 cfs 0.582 of
Total Runoff Area =1.260 ac Runoff Volume = 0.751 of Avenge Runoff Depth = 7,15"

04177 Advanced Auto Type Ill 24-hr Rainfal1=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc 'Page 3
H droCAD® 7.01 s/n 000479 01986-2004 ied Microcom uter 5 tems 1113/05
Subcatchment IS: Advanced Auto & Future Development
Runoff = 9.07 cfs @ 12.14 hrs, Volume= 0.751 af, Depth= 7.15"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr Rainfall=9.00"
Area (ac) CN Desolation
0.990 98 ( Advanced Auto) Impervious area
0.270 50 green.Advanced Auto
1.260 88 Weighted Average
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ftlsec) (cfs)
10.0 Direct Entry, Drainage area
Subcatchment 1S: Advanced Auto & Future Development
Hydrograph
(� RunaA
Time (fours)

04177 Advanced Auto Type 11124-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 4
HydroCAD® 7.01 sln 000479 01986-2004 Applied Microcomputer Systems 1/13/05
Pond 21P: Advanced Auto Pond
Inflow Area = 1.260 ac, Inflow Depth = 7.15"
Inflow = 9.07 cfs @ 12.14 hrs, Volume= 0.751 of
Outflow - 5.76 cfs @ 12.28 hrs, Volume= 0.582 af, Atien= 36%,' Lag= 8.6 min
Primary - 5.76 cfs @ 12.28 hrs, Volume= 0.582 of
Routing by Stor Ind method, Time Span- 0.00-20.00 hrs, dt= 0.05 hrs
Starting Elev= 94.50' Surf.Area= 4,860 sf Storage= 8,593 cf
Peak Elev= 96.52' @ 12.28 hrs Surf.Area= 7,203 sf Storage= 22,507 cf (13,914 cf above start)
Flood Elev= 98.00' Surf.Area= 8,920 sf Storage= 32,708 cf (24,115 of above start)
Plug -Flow detention time= 211.3 min calculated for 0.385 of (51% of inflow)
Center -of -Mass det. time= 71.6 min ( 824.3 - 752.7 )
-#
Invert
- T
9 Storage ri _tion
Avai .Stora e _ raDesc ,,. ,........ p„- -- -
1
91.00,
32,708 cf Custom Stage Data (Prismatic) Listed below
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
s -ft
cubic -feet cubic -feet
91.00
50
0 0
94.50
4,860
8,593 8,593
98.00
8,920
24,115 32,708
#
Routing
Invert
Outlet Devices
1
Primary
94.50'
18.0" x 75.0' long Culvert RCP, square edge headwall, Ke= 0.500
Outlet Invert-- 94.10' S= 0.0053'f n= 0.012 Cc= 0.900
2
Primary
94.50'
1.7" Vert. Orifice/Grate C= 0.600
3
Device 1
95.50'
1.50' x 0.33' Vert. Orifice/Grate C= 0.600
4
Device 1
96.30'
10.0' long x 1.0' high Sharp -Crested Rectangular Weir 2 End Contractions)
5
Primary
97.00'
15.0' long x 20.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Primary OutFlow Max=5.69 cfs @ 12.28 hrs HW=96.52' (Free Discharge)
=Culvert (Passes 5.58 cfs of 8,31 cfs potential flow)
Orifice/Grate (Orifice Controls 2.20 cfs @ 4.4 fps)
Sharp -Crested Rectangular Weir (Weir Controls 3.38 cfs @ 1.6 fps)
2=06fice/Grate (Orifice Controls 0.11 cfs @ 6.7 fps)
=Broad -Crested Rectangular Weir ( Controls 0.00 cfs)

04177 Advanced Auto
Type 11124-hr Rainfall=9.00"
Prepared by Andrew & Kuske Consulting Engineers, Inc Page 5
HydroCAD®7.01 s/n 000479 01986-2004 Applied AAicrocomputer Systems 1/13105
Pond 2P: Advanced Auto Pond
Hydrograph
[] lnfloar
Q Primary
Trme (hours)

—FILE —MODE
— -------
508 MEMORY TX
P. 1
COMMUNICATION r RESULT REPORT .(,',jAN'126.2005 4:02PM
TTI NCDENR WIRO
PAGE
ADPRES�q, fGROUP) R —
___ ---- -----------
OPTION ----------- ---------------- 7 4/4
• OK
P.
---------- --- ----------- 9-3439604
-----------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY __-
E-4) NO FACSIMILE CONNECTION
State of North Urolina
Department of EnviToi=ent and. Niitural.Resources
Wilmington Regional Of5c' e'*1
[phone],
MichaeI F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date:
To:
CO:
FAX
REM
127 Cardinal Drive Extension,' Wilmington, N.C. 29405-3945 Telephone [phone]W Fnx (910) 3W2004
An Equal Opportunity Affil Pmative Attion Rmpinyer
77.
:1
M

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 26, 2005
Mr. J. Allen Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines, NC 28387
Subject: Request for Additional Information
Stormwater Project No. SW8 050110
Biltmore Developers - 4614 Market Street
New Hanover County
Dear Mr. Jordan:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Biltmore Developers, 4614 Market Street on January 20, 2005. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. Please place curb inlet numbers on the drawings and clarify rim and invert
elevations so the elevations match up with the structure, especially for the three
existing drop inlets in the immediate vicinity of the outlet structure.
2. The project proposes a shared access drive, which we assume will be completely
built within this project. Unless the neighbor is treating the runoff from their own
half in a permitted facility, all of the runoff from the shared access drive must be
collected and treated in a pond proposed under this permit. Please refer to
.1003(b)(3) for the definition of a common plan of development. Please make the
necessary revisions to the plans, application, and calculations to reflect this.
3. Please make corrections to page 3 of 4 of the Wet Detention Basin Supplement
form to indicate a 3' minimum depth when sediment is removed from the Main
Pond, 94.5' for a permanent pool elevation, and 91.5' for a sediment removal
elevation in the Main Pond.
4. Please clarify curb inlet invert elevations at Parking Area 5 on Drawing No. C-2.
The 94.9' and 95.0' elevations may be reversed.
5. Please correct the scale typo on Drawing No. C-3 (0', 30', 60', 90').
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by.this Office prior to February 2, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX (910} 350-2004 Internet h2o enr.state.nc us
NorthCarolina

:,Mr. J. Allen Jordan, Jr.
January 26, 2005
Stormwater Application No. SW8 050110
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
J77
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINF0120051050110
cc: John S. Tunstall, P.E.; Norris, Kuske, & Tunstall
Paul Bartlett
Page 2 of 2

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
I
. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.)
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 ! 2.62y feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.69 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
_ r i
Permanent Pool Elevation 9.45
Sediment Re ioval El. 92.81 75°#,�
--------------- ---- Sediment Removal Elevation-91-:88 75%
Bottom E1 vation 92.25 5%------------------------------------ -----_
Bottom Elevation 91.0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay benn.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Version 3.99 Page 3 of 4

Michael F, Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 26, 2005
Mr. J. Allen Jordan, Jr., Manager
Biltmore Developers, LLC
275 S. Bennett Street
Southern Pines, NC 28387
Subject: Request for Additional Information
Stormwater Project No. SW8 050110
Biltmore Developers - 4614 Market Street
New Hanover County
Dear Mr. Jordan:
Alan W. Klimek, P.E. Director
Division of Water Quality
//A0 16 �_
The Wilmington Regional Office received a Stormwater Management Permit Application for
Biltmore Developers, 4614 Market Street on January 20, 2005. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. Please place curb inlet numbers on the drawings and clarify rim and invert
elevations so the elevations match up with the structure, especially for the three
existing drop inlets in the immediate vicinity of the outlet structure.
dr�vrz
2. Please a any mo ca ions necess • to both appli Ion forms Sce,
drawi s to clarify at since the prop ed project in ves ct Applicant is res sible for acc s drainag�7�the �/Q—~
. 2cce d n� �¢Zhf �t'cLin oQ zl i
ter i rti h e p0/1
3. Please make corrections to page 3 of 4 of the Wet Detention Basin Supplement
form to indicate a 3' minimum depth when sediment is removed from the Main
Pond, 94.5' for a permanent pool elevation, and 91.5' for a sediment removal
elevation in the Main Pond.
'mvert
4. Please clarify curb inletkelevations at Parking Area 5 on Drawing No. C-2. The
94.9' and 95.0' elevations may be reversed.
5. Please correct the scale typo on Drawing No. C-3 (0', 30', 60', 90')
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to February 2, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information, The
Division is allowed 90 days from the receipt of a completed application to issue the
permit.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Intemet: h2o.enr.state.nc us
NorthCaroiina
Naturally

p(-ojec4- ry ose5 2 cukd�We os5u,, e
Wi I,t % CGrr (2z4e(� bui �f W;+h +h► S projecf, O'l IPss 4z
Pei h bc- l'S -kesk�q rurl o 4o, - he-r ow/I ho F ,�-2
runcvf�p �rorn +h e 4onx,44A, zaess d nYe. rnus f be co//,ecfcc/
zee r'.q -Fh e pow proposed on d e, 4h; ,s
Pe2Se refer 4z) , ICav3 Cb) 3) -Fo- dehi�, o(2 Common
{z f p1—A ; appl czfibq -i� C2(cul Zh'� S fa rcR-o-c f fh; s

Mr. J. Allen Jordan, Jr.
January 26, 2005
"Stormwater Application No. SW8050110
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ly,
7
7
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:1WQSISTORMWATERIADDINF0120051050110
cc: John S. Tunstall, P.E.; Norris, Kuske, & Tunstall
Paul Bartlett
Page 2 of 2

Page I of 1
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY of STATE
Corporations
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PO Box 29622 Ralelgh, NC 27626-0622 [phone]
Date: 1 /24/2005
Click here to:
View Document Filings I
r' Print apre-populated Annual Report Form I File an Annual Report 1
Corporation Names
Name Name Type
NC Biltmore Developers, Legal
LLC
Limited Liability Company Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address
0547842
56-2195552
Current -Active
5/5/2000
Domestic
NC
12/31 /2050
Jordan, J. Allen
275 S Bennett Street
Southern fines NC 28387
275 S Bennett Street
Southern Pines NC 28387
275 S Bennett Street
Southern Pines NC 28387
275 S Bennett Street
Southern Pines NC 28387
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PItcmld=5269042 1/24/2005

C200432400272
LIMITED LIABILITY COMPANY
ANNUAL REPORT (42)
SOS1D: (1547842
Date Filed: 11/19/21104 12:25:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200432=400272
NAME OF LIMITED LIABILITY COMPANY: Biltmore Developers LLC
FISCAL YEAR ENDING; 12/31/03 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L,C. ID NUMBER: 0547 842
NATURE OF BUSINESS: Developers
REGISTERED AGENT: J Allen Jordan
FEDERAL EMPLOYER ID NUMBER: 56-2195552
REGISTERED OFFICE MAILING ADDRESS, 275 S Bennett Street
Southern Pines NC 28387
REGISTERED OFFICE STREET ADDRESS: 275 S Bennett Street
Southern Pines NC 28387
Moore
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 910 - 6 93 -17 0 0
PRINCIPAL OFFICE MAILING ADDRESS: 275 S Bennett Street
Southern Pines NC 28387
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/MEMBERS/ORGANIZERS:
Name, J Allen Jordan
Title: Manager
Address: 275 S Bennett Street
City: Southern Pines state: NC zip: 28387
Name:
Address:
Title: City:
Name:
Address:
Title: City:
State: Zip:
State: Zip
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FOR MUST BE NEyD MANAGERIMEMBER D4 E
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division* Post Office Box 29525 0 Raleigh, NC 27626-0525