SW7060720_HISTORICAL FILE_20061102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�D�gQ�%6�I%
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING - SURVEYING
SINCE 1959
MEMORANDUM
October 30, 2006
To: Scott Vinson
NC DENR ; Division of Water Quality
P,O. Drawer 870
Kitty Hpwk, NC 27949
Phone, 252-261-3300
Fox, 252-W-1260
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lossiler, C.E.P.
Eduardo J. Vald'Meso, P E.
ASSOCIATES
Joseph J. Anicut PE.
Katherine C. Marchello. P.L.S.
(� 1N F,.D
T
V
943 Washington Square Mall
Washington, NC 27889
Re: Emergency Overflow Modification
B�3 �
Stormwater Permit No. SW706720
As per correspondences via ernail on October 20, 2006 with NC DENR, Quible & Associates,
P.C. has revised the emergency overflow location in the wet basin that will serve the proposed
Kellogg -Supply Co. in Edenton, Chowan County. NC DENR issued the site a 1-ligh Density
Stormwater Permit (No. SW706720) on August 9, 2006.
The original location of the proposed emergency overflow structure was in a central location of
the wet basin, just inside the main bay. The new location of the emergcncy overflow structure is
located at the east end of the wet basin, located in the forebay. The relocation will reduce tine
length of 36" HDPE pipe required to serve the emergency overflow structure by approximately
150 feet. The elevation of the emergency overflow will remain at the originally specified
elevation of 18.0 feet. The wet basin will continue to manage the 4.3 inch design storm as
described in the Stormwater Management Plan Narrative, dated July 20, 2006.
The draw down structure will remain in the same location, at the down stream (west) end of the
wet basin in the main bay. Thus, the relocation of the emergency overflow will have be no impact
on the amount of TSS (90%) removed. All other stormwater structural bmps are to remain as
specified in the original permitted plan set.
Please find attached two (2) copies of plan sheets 2 & 8 of the site plans set illustrating the
revision to the wet basin.
Sincerely,
Quible & Associates, P.C.
Derek A. Dail, E.I.
cc: Ward Blanchard

Derek Dail
Page IofI
From: "Scott Vinson" <Scott.Vinson @ ncmail.net>
To: "Derek Dail" <[e-mail]>
Sent: Friday, October 20, 2006 10:04 AM
Subject: Re: Stormwater Permit No SW7060720
Derek,
The proposed location is fine and we do not need to modify the permit.
I would like one copy of the full size plan sheet showing the modification
with the sheet 7 detail to help verify the elevations and a brief
narrative as
described below in your email. I mainly just need these for the file so
staff
know of the change during any compliance inspections.
Thanks,
Scott Vinson
Derek Dail wrote:
> Scott,
> RE: Stormwater Emergency Overflow Relocation
> Kellogg Building Supply, Edenton
> Stormwater Permit No SW7060720
> Please look over the sketch and call to discuss. On is the original
> pdf grading plan for the permitted site and the other is a 8.5x1 1 of
> the area of concern
> We would like to move the proposed emergencry overflow to a new
> location within the Stormwater pond. We would like to move the
> emergency overflow form the main bay to the forebay. The relocation
> of this will reduce the about of 36" pipe required by 150 feet.
> Please note that the emegency overflow and the draw down structure are
> two different structures. The draw down structure will remain in the
> same location, at the down stream end of the wet pond. The
> relocation of the emergency overflow will have no impact on the
> TSS(90%) for the wet pond. The pond is designed to handle the 4.3"
> storm event.
> Is the proposed relocation OK, if so can we relocated the emergency
> overflow str. without a modification submission.
>
> Thanks,
> Quible & Associates
> Derek A. Dail
> 252-261-3300
wv #
10/29/2006

Re: Stormwater Permit No SW7060720
Subject: Re: Stormwater Permit No SW7060720
From: Scott Vinson <[e-mail]>
Date: Fri, 20 Oct 2006 11:04:27 -0400
To: Derek Dail <[e-mail]>
Derek,
The proposed location is fine and we do not need to modify the permit.
I would like one copy of the full size plan sheet showing the modification
with the sheet 7 detail to help verify the elevations and a brief narrative as
described below in your email. I mainly just need these for the file so staff
know of the change during any compliance inspections.
Thanks,
Scott Vinson
Derek Dail wrote:
Scott,
RE: Stormwater Emergency Overflow Relocation
Kellogg Building Supply, Edenton
Stormwater Permit No SW7060720
Please look over the sketch and call to discuss. On is the original pdf grading
plan for the permitted site and the other is a 8.5xll of the area of concern
We would like to move the proposed emergencry overflow to a new location within
the stormwater pond. We would like to move the emergency overflow form the main
bay to the forebay. The relocation of this will reduce the about of 36" pipe
required by 150 feet. Please note that the emegency overflow and the draw down
structure are two different structures. The draw down structure will remain in
the same location, at the down stream end of the wet pond. The relocation of
the emergency overflow will have no impact on the TSS(90%) for the wet pond.
The pond is designed to handle the 4.3" storm event.
Is the proposed relocation OK, if so can we relocated the emergency overflow
str. without a modification submission.
Thanks,
Quible & Associates
Derek A. Dail
252-261-3300
1 of 1 10/20/2006 11:04 AM

Stormwater Permit No SW7060720
Subject: Stormwater Permit No SW7060720
From: "Derek Dail" <[e-mail]>
Date: Fri, 20 Oct 2006 10,46,09 -0400
To: <[e-mail]>
Scott,
RE: Stormwater Emergency Overflow Relocation
Kellogg Building Supply, Edenton
Stormwater Permit No SW7060720
Please look over the sketch and call to discuss. On is the original pdf grading plan for the permitted site
and the other is a 8.5x11 of the area of concern
We would like to move the proposed emergencry overflow to a new location within the stormwater
pond. We would like to move the emergency overflow form the main bay to the forebay. The relocation
of this will reduce the about of 36" pipe required by 150 feet. Please note that the emegency overflow,
and the draw down structure are two different structures. The draw down structure will remain in the
same location, at the down stream end of the wet pond. The relocation of the emergency overflow will
have no impact on the TSS(90%) for the wet pond. The pond is designed to handle the 4.3" storm
event.
Is the proposed relocation OK, if so can we relocated the emergency overflow str. without a modification
submission.
Thanks,
Quible & Associates
Derek A. Dail
252-261-3300
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1 of 1 10/20/2006 11:00 AM

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Re: Kellogg Supply Company
imapa/cros.ncmai[.net:143/fetch%3 EU]D%3E/INBOX%3 E 12040?h...
Subject: Re: Kellogg Supply Company
From: Andy DeeL <[e-mail]>
Date: Wed, 09 Aug 2006 09:31:18 -0400
To: Scott Vinson <[e-mail]>
CC: Derek DaiL <[e-mail]>
Scott -
I apologize for the screw -up on the Wet Basin Supplement. Your numbers are
absolutely correct - The perm, pool surface area should be 14,636 sf, the
Impervious Area should be 3.82 acres, and the permanent pool volume should be
32,728 cf.
In the supplement that was originally sent to you, the main bay volume and surface
area were .incorrectly entered in the "permanent pool" volume and surface area
categories. The discrepancy in impervious area results from calculating temporary,
storage required from the pond surface area as impervious - whereas there is a good
argument for considering the pond surface area as impervious for runoff
calculations, it definitely should not be included in "impervious coverage".
These three items have been corrected on the attached supplement. You should be
able to print out the supplement from this e-mail. Please advise if you need us to
send you a hard copy of the supplement by mail.
Thanks,
Andy
Scott Vinson wrote:
Andy,
I finished my review of the Kellogg Supply Company yesterday and
have started writing the permit. I need some verifications on minor
changes to some numbers on the Wet detention supplement form.
The perm. pool surface area should be 14,636sf, not 10,693sf??
The Impervious Area should be 3.82ac, not 4.15ac??
The total permanent pool volume of main and forebay should be 32,728cf,
not 26,798cf.??
I got these numbers mostly from the submitted calculations. Can
you verify by writing me back that these are the numbers and attach
a copy of the revised pg. 1 of 4 of the supplement form?
Thanks,
Scott Vinson
Kellogg Supply WetBasin Supplement.pdf Content -Type: applicationlpdf
Content -Encoding: base64
1 of 1 8/9/2006 10:08 AM

Kellogg Supply Company
Subject: Kellogg Supply Company
From: Scott Vinson <[e-mail]>
Date: Tue, 08 Aug 2006 13:15:56 -0400
To: Andy DeeL <[e-mail]>
Andy,
I finished my review of the Kellogg Supply Company yesterday and
have started writing the permit. I need some verifications on minor
changes to some numbers on the wet detention supplement form.
The perm. pool surface area should be 14,636sf, not 10,693sf??
The Impervious Area should be 3.82ac, not 4.15ac??
The total permanent pool volume of main and forebay should be 32,728cf,
not 26,798cf.??
I got these numbers mostly from the submitted calculations. Can
you verify by writing me back that these are the numbers and attach
a copy of the revised pg. 1 of 4 of the supplement form?
Thanks,
Scott Vinson
1 of 1 8/8/2006 2:18 PM

�OF W A rF9p 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 Qtialiiv
August 7, 2006
Mr. Ward Blanchard. Managing cMcrnber
Buxton Oaks Parks, LLC
PO Box 99
Manteo, NC 27954
Subject: Stormwater Review SW7060720
Kellogg Supply Company
Chowan County
Dear Mr. Blanchard:
This office received a Coastal Stormwater permit application and plans for the subject project on Jule 25,
2006. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
i Please verify that the permanent pool surface area listed on the Wet Detention Supplement Form should be
14,636sf as given on the plans and in the calculations and not 10,693sf as shown.
Please verify that the Impervious Area listed on the Wet Detention Supplement Form should be 3.83ac and
not 4.15ac?
i Please verify that the permanent pool volume of the main pond and forebay listed on the Wet Detention
Supplement Form should be 32,728cf, as given in the submitted calculations, and not 26,798ef. i
Please submit a revised copy of page l of 4 of the Wet Detention Basin Supplement form to cover the
above mentioned items.
The above requested information must be received in this office prior to August 14. 2006 or your.
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required!
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require' that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-21 5.1 'and may result in civil penalties of up to S 10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions. please
feel free to contact me at [phone].
Sincerely.
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Andv Dee[. PE
AVashington Regional Office ,anhCaralina
,Naturally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemer h2o.err.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

ARLA
NC®ENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington, NC 27889 [phone] FAK'[phone]
Request -for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following workday. Thank you! Lyn Hardison Iyn.hardison(_ncmail.net
APPLICANT Name W J
Company + r n � , -G r• k- L_ L c
Address_ o �� �y `l _ City/State c. N / - c Zip f 1
Phone _ - _ Pax � i _ �l�� 1 Email
PROJECT Name County e_L o w G N
PROJECT LOCATION ADDRESS 5 =' �3 \7 +-�~� R
ENGINEERICONSULTANT L)A A. < < 1
company_
Address PrD _ _CitylState k: �/c Zip
Phone 2 ^ - r- ? 7, c.)c� Fax a _ - ri Email .)Fr L, ,)� •, l a co
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes © No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
Z STORMWATER ❑ Low Density
❑ Low Density -Curb & Gutter
PROJECT SYSTEM(S) TRIBUTARY TO i i ., M t-
High Density -Detention Pond
❑ High Density -Infiltration
STREAM NAME �f'-
❑ High Density -Other
❑ Off Site
RIVER BASIN
U COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban. Waterfront
LAND QUALITY 0: Erosion and Sedimentation Control Plan with = acres to be disturbed. CK
WETLANDS (401) ❑ No Wetlands on Site (letter from COE) [-]Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE YIN: 401 App#ication ❑Yes ❑ No 404 Application in Process wIUSCOE ❑Yes ❑ No
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
.',HECK# lc:�'1H—
;UBMITTAL DATES.
sN 7—'25-yG_
',AMA
01
Fee Split for multiple permits:
Total Fee Amount $
jUL } 2U6
®VVQ-1N ARO

Quible
Quible & Associates, P.C.
PO. Drawer870
Kitty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
Phone: [phone]C
SINCE 1959
Fox: 252-261-1260
July 20, 2006
Mr. Scott Vinson
NCDBNR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Kellogg Building Supply
Edenton NC
Mr. Vinson,
PRINCIPALS
Sean C. Boyle. P E.
Joseph S, Lassiter. C.E.P,
Eduardo J. VoldMeso, PE.
ASSOCIATES
Joseph J, Anlaul. P.E.
Katherine C, Marchello. P.LS.
r --
On behalf of Buxton Oaks Parks, LLC, Quible and Associates, P.C. hereby submits for Express
Permit review ans approval a High Density, Stormwater Management Permit Application
package for the above referenced project in Edenton, North Carolina.
The project falls within the high density classification. The enclosed narrative will expain in
detail the stormwater management of this site.
The following items are included and shall be considered part of this submittal package.
I . Two (2) copies of the Stormwater Management Permit Application Form wlone (1) copy
of the Wet Detention Basin Supplement
2. Stormwater Management Plan Narrative & Calculations
3. Two (2) copies of Plan Sheets 1, 2, 4, 6, 7, and 8
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone],
Sincerely,
Quible & Associates, P.C.
Derek A. Dail, E.I.
enc: as stated

'�a LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY: BUXTON OAKS PARK, LLC
SECRETARY OF STATE ID NUMBER: 0410440 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 901 Q
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: RI ANC:HARn III IRVIN T
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
0410440
CA201914800467
5/2812019 12:21
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
917 Burnside Road
917 Burnside Road
Manteo, NC 27954-9629 Dare County Manteo, NC 27954-9629
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: r-nmmarrrini PckntnI nnri (mac gtatinn
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
917 Burnside Road
5. PRINCIPAL OFFICE MAILING ADDRESS
tl< O —1
Manteo, NC 27954-9629 Manteo, NC 27954-0099
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -awned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Elizabeth K. Blanchard
TITLE: Manager
ADDRESS:
NAME: Irvin T. Blanchard , Ili
TITLE: Manager
ADDRESS:
NAME:
TITLE:
ADDRESS:
917 Burnside Road 917 Burnside Road
Manteo, NC 27954 Manteo, NC 27954
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Irvin T. Blanchard III
5/28/2019
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
Irvin T. Blanchard III Manager
DATE
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State. Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525