SW7111204_HISTORICAL FILE_20150615

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw,-////
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�� 5 &5
YYYYMMDD

Quible
Quible & Associates, P.C.
ENGINEERING • FWAR0NMENTAL SCIENCES • PLANNING • SURVEYVNG
SINCE 1959
June 11, 2015
Samir Dumpor, P.E.
Environmental Engineer
NCDENR, DEMLR, LQS
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Management Certification
Colony Tire Addition — Permit No. SW7111204
Chowan County, NC
Mr. Dumpor,
RECtIVE'D
INARO
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
web, quible,com
I, Michael W. Strader, Jr., P.E., as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the above referenced stormwater management
system, hereby state that the Colony Tire Addition stormwater management, collection and
conveyance has been completed in general conformance of the approved design plans.
It shall be acknowledged that the main permanent pool depth of the wet detention basin is very
close to the required sediment cleanout elevation as specified within the executed Wet
Detention Basin Operation and Maintenance Agreement. The Permittee shall be sure to
remove accumulated sediments and reestablish the berm separating the forebay:frorn the main
pond as well as all other maintenance items associated with the inspection activities specified in
the Wet Detention Basin Operation and Maintenance Agreement. It is also important to
acknowledge that the faircloth skimmer is still installed on the overflow structure as the wet
detention basin served as a sediment basin during construction. Once it has been verified that
the site is fully stabilized and DENR authorizes, the faircloth skimmer shall be removed and the
specified draw down pipe be installed per the basin overflow structure detail.
Please do not hesitate to contact me at [phone], or [e-mail] should you
have any questions or concerns.
Sincerely,
Quible & Asso 'a s/PE.
r
Michael . Strader,
Cc: Charles Creighton
CA R D��ir
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CONSTRUCTION CO., INC.
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April 28, 2015
Samir Dumpor, P.E.
Division of Energy, Mineral and Land Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Mr. Dumpor,
RECE"IVED
APR 3 0 2015
This letter is in response to the Notice of Inspection for Permit No. SW7111204 for the Colony Tire Addition
in Chowan County, where it was noted that the Designer's Certification for the project had not been received
by your office. As the General Contractor for this project, we submit the following plan of action on behalf
of the owner, Mr. Charles A. Creighton.
We have contacted the surveyor for the project, Paul Toti Land Surveying, as well as the Civil Engineer,
Quible & Associates. An as -built survey will be performed by the surveyor and sent to the Engineer for
review and certification.
As you are aware, we have experienced abnormally high amounts of rainfall recently causing the water level
of the retention pond to be elevated. We would like to allow the water levels to recede to near normal levels
before performing the survey. With this in mind, we plan to have the Designer's Certification delivered to
your office no later than May 20, 2015.
We trust that you will find our plan of action sufficient. If there are any questions or concerns, please do not
hesitate to contact me at the address and / or phone number below or via email at [e-mail].
Respectfully submitted,
A.R. CHESSON CONSTRUCTION CO., INC.
4A, G ItiY
Adam C. es
Project Manager
138 Rich Boulevard -• PO Box 2266 -- Elizabeth City, NC 27909 Tel: [phone] - Fax: [phone]
www.archesson.com

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 28, 2011
Mr. Scott Vinson
NCDENR-DWQ
943 Washington Square Mali
Washington, NC 27889
Re: Stormwater Review SW7111204
Colony Tire Addition — Edenton
Chowan County
Mr. Vinson,
P.O. Drawer 870
Kitty Hawk. NC 27949
Phone: [phone]
Fax,252-261-1260
Web: quible corn
RECEIVED
DEC Jr®2011
DWQ-WARO
On behalf of Mr. Charles A. Creighton, Quible & Associates, PC hereby submit revised/updated
plans and documents per the DWQ Stormwater Review Letter for the Colony Tire Addition
Project dated 12/21/2011.
Please note that the attached plans and documents have been revised or updated in
accordance with the itemized comments in the review letter. A comment response dialog is
provided in the following section that outlines the Division's comments (in black) followed by
responses or actions taken (in blue).
Both the calculations and Wet Detention Supplement form list the permanent pool
elevation as 12.10 fmsl. Please revise the proposed permanent pool elevations from
11.5' to 12.1' shown on pond cross section details A -A & B-B, found on plan sheet 3 of
4.
The Permanent Pool Elevations on the pond cross sections on Sheet 3 of 4 have been
updated to reflect the permanent pool elevation of 12.1'.
2. The Surface Areas for the permanent pool elevation of 12.10 fmsl is given as 15,892 sf
on the supplement, however it is listed as 19,116 sf within the submitted calculations.
Please revise all areas and volumes as needed.
The permanent pool area in the supplement has been updated to reflect the orifice
drawdown elevation of 12.10 ft. Some minor modifications have been made to the pond
and the revised permanent pool area is 19,128 sf. This area is reflected in the
calculations and the wet detention basin supplement.
3. Please review and revise the calculated Average Pond Depth given on page 2 of the
Wet Detention Supplement form. The Calculation option 1 was chosen, however this
option yields and average pond depth of 2.0' not 3.0 as given. Consider using option #2
to determine the Average Pond Depth based on the surface areas and depths between
the top of the sediment storage area and permanent pool elevations. The minimal

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average pond depth calculated must be at least 2.75' in order to round up to the nearest
half foot (0.5') to be able to use 3.0' on the SAIDA Table. Please revise the supplement
form, plans and calculations as needed.
The average pond depth calculation has been updated in the calculations and on the
supplement. To accommodate the calculated 3.0' minimum depth, the main pool of the
wet basin was iowerED 1.25'. The wet basin's calculated depth is 3.05' per the "Option
2" identified in the wet detention basin supplement.
4. The Overflow Swale Cross Section found at the top left corner of plan sheet 3 has an
overflow elevation of 13.5' with a rock depth of 12 inches below this point. It is assumed
that once water rises in the pond to elevation 12.5', water could start draining through
the rock at this point which is below the temporary pool elevation of 13.1'. This will not
allow the pond to drain down only through the 2.5 inch small diameter orifice as required
before reaching the Temporary Pool elevation of 13.1'. Please revise this detail in order
to make sure that the pond will only drain down through the small diameter orifice from
elevation 13.1' and lower.
A profile section of the overflow Swale has been provided on sheet 3 of the plans for
clarity. The bottom of the rock (riprap) will be placed below the temporary pool elevation
but will not draw down the pond. The overflow swale is to be excavated into the existing
grade and the rock shall be placed in an excavation 12" lower .than the invert of the
Swale. The rock will extend 8.0' from the pond. At that point the Swale lining shall
transition from rock to soil with vegetation. The soil abutting the rock downstream will
prevent the drawdown of the pond by seepage through the riprap.
5. Please do not forget to have any plans, calculations, supplements, narrative, etc.
revised, signed, sealed and dated as necessary to reflect all changes when re-
submitting.
Updated plans and supplement documents are attached with this letter.
The following items are included with this submittal:
1. Two Copies of the Updated Plan Set
2. One Copy of the Wet Detention Basin Supplement, and O&M Agreement
3. One Copy of the Revised Stormwater Narrative with Calculations.
Please do not hesitate to give me a call at 252-261-3300 if you have an questions or require
additional information.
Sincerely,
Quible & Associates, P.C.
Derek A. Dail, P.E.
cc: Mr. Charles A. Creighton

Quible
Quible & Associates, P.C.
ENGINEERING • ENV[RONIVENI SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 19, 2011
Mr. Scott Vinson EXPRESS
NCDENR DEC 2 0 2011
Division of Water Quality
943 Washington Square Mall rk0 ®���
Washington, North Carolina 27889 NC
Re: Express Stormwater Management Plan (High Density Application)
Colony Tire Addition
Edenton, NC
Dear Scott:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: 2b2-261-1260
Web: quible.com
On Behalf of Charles A. Creighton, Quible & Associates, P.C. hereby submits for review and approval a
High Density Stormwater Management Permit Application package for the aforementioned project. The
project falls within the high density classification. The enclosed narrative will explain in detail the
Stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
1. Express Review Fee for $4,000.00 (provided to Express Administrator)
2. Two (2) copies of the Stormwater Management Permit Application Form wlone (1) copy
each of the Wet Detention Basin Supplement
3. One (1) copy (original signature) of the Operation and Maintenance Agreements for the Wet
Detention Basin
4. Stormwater Management Plan Narrative
5. Property Deed and Purchase Agreement
6. USGS quad excerpt with property identified.
7. One copy of authorization letter for offsite land disturbance
8. Two (2) copies of the complete plan set
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, P.E.
enc: as stated
cc: Mr. Charles A. Creighton

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Name: EDENTON Location: 036.0749852' N 076-5925637' W NAD 83
Date: 12/19/2011 Caption: Colony Tire Addition
Scale: 1 inch equals 2000 feet
Copynght (C) 1998, Maptech, InC.

12/15/2021 1G:4G 1-252-482-3062
CHOWAN CO REG/DEEDS
PAGE 05/09
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P. 01 am 220
Enmbath Cay, NC 2T987.0220
NORTH CAROLINA GENERAL WARRANTY DEED
TH)S DEED made this 7" day Of June, 2002, by and betwasn
GRANTOR GRANTEE
WILLIAM T. SATTERFIELD and wife, CHARLES A. CREIGHTON and wife,
LOLA S. SATTERFIELD SUSAN B. CREIGHTON
and AND
CHARLES E. SATTERF1810 and wife, P. O, Box 827
MARGARET M. SATTERFIELD Edenton, N.C. 27432
The dasipnotlon OrantOr and Grantee as used herein shall Include said parties, their heirs, succossors,
and assigns. and shell Include Singular, plural, masculine, feminine er neuter as required by contoxt.
WITMESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which
U is hereby acknowledged, has and by these preSantS does grantr bargain, sell and convey unto the
Grantee In fee simple, all that contain sat or parcel of land situated in the First Township, Chowan
County, North Carolina and more parHeularly deSeribed as follows;
RBEGINNING AT A POINT marked by a found iron pin located the following coursas and
(3 distances from the point of Intersection of the center line of U.S. Highway 17 Business
i and the canter line of the N.C.S.R, #1105 I°Old Hertford Road'): 205 feet from said
point of intoraoetlon as measured in s northeastwsrdiy diractlon along Cantor line of
Q paid U.S, Highway 17 Business to a PK nail In the canter line of said U.S. Highway 17
Business and thence from said PK nail north 41" S5' 00' west, e20,B1 feet to the
1 _ found Iron pin and POINT OF BEGINNING (Same also being the northeast corner of the
�3 parcel previously conveyed by Satterfield of ux, at ai to Crelghton by deed In Book
212. Page M of the Chowan County Reglatro, than from said POINT OF MINNING
south 521 23' 00" went, 404.4a feet along the west line of the said property
previously convoyed by Satterfield at ux, at al to Creighton at ux (Plat Cabinet 1, SIide
135A Chowan County Registry) to a_point marked by a found iron pin; then cram said
point and along property now or formerly belonging to Seabrook Entorpri=, Inc, (Plat
Cabinet 1, Slide 180-E Chowan County Reglnry) north 43' 16' 06' was4, 85,75 feet
to a point marked by a found Icon pin and also marking the northeast corner of the said
Seabrook property; thence from said Iron pin and point along a ditch marking the
property now or formerly belonging to Thomas S. NiXon, Jr. (Plat Book 5, Page M
Chowan County Registry) north 42° 18' Oft", west, 388.10 font to a point marked by
d found iron pipe; thence from sold point and iron pipe and along property now or
formerly belonging to Edenton Construction Company, Inc. !Plat Book B, Page.89
Chowan County Reglstryi 6orth 13" 00' 07" east, 82.50 foot to a point marked by set
Iron pin; than from said point and Iron pin and Continuing along the property now or
formerly belonging to Edenton Construction Company, Inc, north 10" 35' 07" east,
428.17 feet to a point marked by a sot iron gin; thence from sold point and iron pin and
along other property now or formerly bclonging to William T. Satterfield, at al (Plat
F.XPRESS
DEC 2 0 2011
NC ®ENR
,,' . r, 3 & .2

ice- iu, a+��i 1s},'tiA 1—L:JL"'•#OL—JKIDL UNUWAN W KEG/DEEDS PAGE es/09
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Book 10, Page 65 Chowan County ReBlatfy) ¢oath 411 65' 00' east, 791.89 feat to
the found iron oln and POINT AND PLACB OF BEGINNING. For further descrlptlon of
the 5.70 Bare parcel or tract haraln dosorlbod see plat entitled 'A Survey and Plat for
Charles A. Crelghton, First Township, Chowan County, North Carolina dated April 18,
2002" pro Bred by Josiah A. Webb, III, P,L.S. duly flied for record in Plat Cabinet 7&
Slide _ of the Chowan County Registry and'+ncetporated by raforenco f+oroln.
The property hareinabovs was acquired by Grantor by Instrument recordod In book 148, Page 720 of
the Chowen County Flogistry and the YJIII of C.R. Satterfield In File No. 82-E•38 of the Cork of Chowan
County Supartar Court's officer lncorporeted by reference. Said property is a portion of Tract 1 shown
on the plat of record in Plat Book 10, Page 65 of the Chowan County Registry, incorporated by
roforonco,
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee In fee simple.
And the Grantor covenants with the (3rantee. that Grantor Is aslzed of the premises In fee simple, has
the right to convey the same In fee almple, that tltla is marketable and free and claor of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persona whomsoever except for the exceptions horeinattor elated.
Title to the property heroinabove described 19 subject to the follawing exceptions:
1) The Ilan of 2002 ad valorem taxes; and
2) All easements, restrictions end covenants of record and all governmental and zoning regulations
affecting the oarna.
IN WITNESS WHEREOF, the Grantor has hereunto eat his hand and soot tho day and year flrat above
written.
Willuam T. �tt�s�rfl� _•..._.�.l�aia
r Lola4 B. �_Charles E. Gattorfloldv
Margaret M. Satterfi
raaet.IrnMry STATE OF -el.— —_. ... COUW Y
I, o Notary Public of tho County and Stato aforeseid, certify that WILLIAM! T,
SATTERFIELD and wife, LOLA S. SAT TERFIELD Grantor, personally appeared
before me this day and acknowledged tho execution of the foregoing
Instrument. Vyitness my ound and offfclal stamp or seal, thislo_ day of
20A`1
Notary Public+,`��, ,..; "'•_'+,'.:.
My commleolon expires:
r;
�,ti, rya �����" � '• `' ` �'4`''�'•,;.

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11110I 4rJ4i 10; 40 1—Z3Z-4bZ—J6bY CHOWAN CO REG/DEEDS PAGE 07/09
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1 �Yrri+'4°,}XAYfe OF. COUNTYQ. y
r?f0tv), Apblic of ToCounty and State aforesaid, oortify that CHARLES E.
�•'' a : ' SATTERFIELO• end wife, MARGARf M, SATTERFIELD Granter, personally
CS. ., .j B eared boforo me this dayand acknowledged the execution of t
cr i {V, ,S •'.' r� ' - •egolno Instrument, Witnew y hon¢ end oHir:lal stamp or seal, We
Note ry Ftlbf
My commlaeion expires:
FLJUBET
NolAAY PU8U0 QF M. N,E SEY
My Comnaas0M EVhee Ailitjr so. EM
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YxxxxxxxxxxxxxxxxxxxxxxxY Y A mv2mx YY YYYYxzl=zx
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North Carolina
Chowan County
The foregoing certificates of Diane W. Stallings, notary public
of Perquimans County, state of North Carolina and Elizabeth M. Schmidt,
notary public of Cape May, state of New Jere;ay are -certified -to be
correct.
This,instrument•:was-presented for registration this 3rd day Qk
July, 2002 at: I0:46 O'clock an. .
Susan S. Rountree -Register of Deeds
i
BY
A s g ster of Deeds
Recorded & Verified:
Dead Stamped: %fty-Eight Collarn ($58.00)
3

12/16/2021 16:46 1-252-482-3062
CHDWAN CO REG/DEEDS
PAGE 08/09
3t
COMPLAr U A MGHWAL�US �55

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Charles A. Creighton, CEO
Colony Tire
PO Box 827
Edenton, NC 27932
Dear Mr. Creighton:
Division of Water Quality
Coleen H. Sullins
Director
December 21, 2011
Subject: Stormwater Review SW7111204
Colony Tire Addition - Edenton
Chowan County
Dee Freeman
Secretary
This office received a Coastal Stormwater permit application and plans for the subject project on December 20, 2011,
A preliminary review of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
Both the calculations and Wet Detention Supplement form list the permanent pool elevation as 12.10 fmsl. Please
revise the proposed permanent pool elevations from 11.5' to 12.1' shown on pond cross section details A -A & B-B,
found on plan sheet 3 of 4.
The Surface Areas for the permanent pool elevation of 12.1 Ofmsl is given as 15,892sf on the supplement, however it
is listed as 19,116sf within the submitted calculations. Please revise all areas and volumes as needed.
Please review and revise the calculated Average Pond Depth given on page 2 of the Wet Detention Supplement form.
The Calculation option 1 was chosen, however this option yields and average pond depth of 2.0' not 3.0 as given.
Consider using option 42 to determine the Average Pond Depth based on the surface areas and depths between the
top of the sediment storage area and permanent pool elevations. The minimal average pond depth calculated must be
at least 2.75' in order to round up to the nearest half foot (0.5') to be able to use 3.0' on the SA/DA Table. Please
revise the supplement form, plans and calculations as needed.
The Overflow Swale Cross Section found at the top left corner of plan sheet 3 has an overflow elevation of 13.5'
with a rock depth of 12 inches below this point. It is assumed that once water rises in the pond to elevation 12.5',
water could start draining through the rock at this point which is below the temporary pool elevation of 13.1'. This
will not allow the pond to drain down only through the 2.5 inch small diameter orifice as required before reaching the
Temporary Pool elevation of 13.1'. Please revise this detail in order to make sure that the pond will only drain down
through the small diameter orifice from elevation 13.1' and lower.
Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated as
necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to December 30, 2011 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 143-215.1
and may result in civil penalties of up to $10,000 per day.
North Carolina Division of Water Quality Internet: www.nCwaterquality.org One
943 Washington Square Mall Phone [phone] FAX [phone] NorthCarolina
Washington, NC 27889 FAX: [phone]
Naturaffil

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
cc: Derek Dail, PE — Quible (by email)
Washington Regional Office
North Carolina Division of Water Quality Internet: www.nmaterquality.org One 1 943 Washington Square Mali Phone: [phone] FAX: [phone] NOrthCarolina
Washington, NO 27889 FAX: [phone]
,J�aturallt�

For DENR Use ONLY
A LV-9?FA North Carolina Department of Environment and Reviewer: �wd
Submit
Natural Resources
�— Request for Express Permit Review Time:
NCDENR
Confirm.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidson(cDncdenrgov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(7a.ncden• rgov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or Patrick. grogangncdenra ov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardlson(a)_ncdenr.gov
• Wilmington Region -Janet Russell 910-796-7302 or lanet.russell(a)ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or [e-mail]
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of Request
SW
SW
SW
SW
SW
Project Name: COLONY TIRE County: CHOWAN
Applicant: CHARLES CREIGHTON Company: COLONY TIRE CORPORATION
Address: 1415 N BROAD ST City: EDENTON, State: NC Zip: 27932-_
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:1415 N BROAD STREET US BUS 156 APPROX 1 MILE SOUTH OF THE N BROAD STREET AND US 17 INTERCHANGE
Project Drains into QUEEN ANNE CREEK waters —Water classification C, NSW (for classification see-
http://h2o.enr.state.nc.us/b!Mslreports/reportsWB.htm1)
Project Located in CHOWAN River Basin. Is project draining to class ORW waters? YIN, within '/z mile and draining to class SA waters Y/N, or within 1
mile and draining to class HQW waters? YIN
EngineerlConsultant: DEREK DAIL Company: QUIBLE & ASSOCIATES EXPRESS
Address: PO DRAWER 870 City: KITTY HAWK, State: NC Zip: 27949-
Phone: [phone], Fax: [phone], Email. ddall@g_ulble.com DEC 2 0 2011
SECTION ONE: REQUESTING A SLOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR. ❑ OTHER:
NC DENR
SECTION TWO: CHECK ONLY THE PROGRAM (S)YOU_ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittenvPerennial Determination: _ # of stream calls -- Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland ( linear ft o r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site ]SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev, Exclusion SW (provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 4_4 acres to be disturbed.(CK #-L (for DENR use)) 43a5
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopinq and express meeting request]
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: ac re(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Fur DENR use oily
Fee Split for multiple permits: (Check # Total Fee Amount $ "
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (® HD, ❑ LID, ❑ Gen)
$ Ll
401:
$
LQS
$
Stream Deter,T
$
NCDENR EXPRESS June 2011

COLONY TIRE CORPORATION
OPERATING ACCOUNT
P. O. BOX 827 PH. 252.482-5521
EDENTON, NC 27932-0827
DATE Za - Z g- I
TO THE
PAY
ORDER OFF
RBC Bank'
aac aA.k Risns
FOR

DOLLARS
9287
6685/Ki
m

a
r
}}
a 1 Yy � � 1
7,I
co _ !
AtTO {I �.. a .. �..� a FFE F =ao s
VI@im MAP
°1! q
f •'•, ter �� � � » � �---- � 1 ".`� � r '* � �'�
POND DRAINAGE AREA m %
MA
JJJ +J•�•' y `v y � lY%jy�L 3 � �i/��s%'' ± \- \i n � r a
4
•1 ,� ! �"� a. t =
y
Qr. — q :� � � ,... �.Si S ;i �y ��.. �— y .t. � .a..."ti ' ��•. ^• e�"� 17�"�CGWRll,�� 1��M1 I tl; �;' .y. �y
rn
' {'-'-PROND'DRAINAGE,AREA
'AREA =.168.1?1 SQ.FT.
BUA '130,074 SQ.FT. (77.3%)
r P6ND=`16;594 SQ.FT. (9.87%)
f RATIONAL C - 0.86 > '�

Quible
Qulble & Associates, P.C.
ENGNEERNG • ENVIRONMENTAL SGENCES • PLANNING • UN&TVNG
SINCE 1959
December 8, 2011
Mr. Scott Vinson
NCDENR Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Colony Tire Expansion, Edenton - High Density Stormwater Permit Application
1415 N. Broad Street
Edenton, Chowan County, NC
Dear Mr. Vinson,
P.O. Drawer 870
4pMy Hawk. NC 27949
Phom 252-261-M
FCDc 252.261.1260
Web; 4OUp•carn
At the request of Charles A. Creighton, Colony Tire Corporation, the purpose of this
correspondence is to provide a brief chronology of previous improvements to the two contiguous
parcels owned by Mr. Creighton.
is The original Town of Edenton building permit for the initial buildings and associated
parking improvements was issued prior to 1992/1993. The impervious area constructed
was approximately 22,500 square feet.
• The second building permit for another approximately 22,500 square feet building was C4� �1
obtained in or before 1998. The building was subsequently constructed. j Xlr(,/, r)'J" C"Jtz
9"»A'm r_
• A third building permit was obtained for the construction of approximately. 7,000 square
feet of building and associated improvements. A depressed truck loading zone and i�'�' '�° " 4'°
associated parking and drive aisle improvements were also constructed. Additional ? 0 ws F b IA
asphalt millings were spread in areas to the rear of the newly constructed building. J 1
• Prior to obtaining a fourth building permit to construct a building just over 50,000 square
feet, Barry Hollowell, a District Manager representing Colony Tire Corporation, met at the
NCDENR Washington Regional Office as suggested by the Town's planning staff in
order to obtain stormwater management and other pertinent permit approvals. Mr.
Hollowell met with Pat McClain, Scott Vinson, and David May, representatives of
NCDENR. During the meeting Mr. Hollowell was informed that no permits were
necessary for the proposed improvements because of existing impervious surface areas.
Prior to issuing the building permit, Ms. Anne -Marie Knighton, Town of Edenton, received
the enclosed Fax Cover Sheet and associated Message from Pat McClain. The
Message states that no plan is required by NCDENR and that the project may proceed.
Ms. Knighton subsequently Issued the enclosed building permit.
Additional asphalt millings have been spread further to the rear of the parcel.
Please acknowledge that Holly Colombo, Edenton-Chowan Inspection Office, has informed Mr.
Creighton that they do not keep copies of building permits for anything issued prior to 2004. Ms.
Colombo did however provide the enclosed building permit, associated application and fax to Mr.
Creighton.

Mr. Creighton is taking the position that anything already constructed before, and as a result of,
the enclosed 2005 building permit has been constructed with NCDENR's knowledge and he has
performed due diligence to ensure adequate permits are in place. Mr. Creighton does
acknowledge that any asphalt millings placed after the fourth building permit issuance shall be
considered new impervious surface and proposed to capture stormwater runoff from those new
impervious surfaces accordingly. We therefore respectfully request that the project as proposed
be accepted into the NCDENR Express Permit Program as soon as feasible. The Owner will
subsequently demonstrate adequate stormwater management control of all new impervious
surfaces in accordance with State Regulations.
We trust that this information meets with your approval. Please do not hesitate to contact us
should you have any questions and/or concerns. We look forward to receiving your response.
Respectfully,
Quible &YA2SOcla P.C.
ichael, Jr., P.E.
CC: Charles Creighton
Lyn Hardison, NCDENR

ZONfNG / DEVELOPMENT PERMIT Pcnnita:�/�_� 1
EDENTON-CHOWAN PLANNING & INSPECTIONS DEPARTMENT
108 E. KING STREET
P.O. BOX 1030
EDENTON, NC 27932
G 'TELEPHONE: [phone] FAX: [phone]
TAX PIN: ��1 S-�o_ - 3iQ-55 ZONING DISTRICT: 1-O
SETBACKS: FRONT - �O r R SIDE- J a REAR- p�O
ADDRESS:
n ''r G
SUDIVSION: �}C c'('th
ISSUED TO: l tJ1oI1� �+r� ITT,
PERMIT TYPE: c3uL�f�llt�
DETAILS: r]_ �utildik� — llJaY4Uj�
PERMIT DATE: 1 �1 i'EE:_'k�� 00
It is hereby certified that the above use as shown on the plats or plans submitted with the
application conforms with all applicable provisions of the Town of Edenton Unified Development
Ordinance or Chowan County Zoning Ordinance (which ever is applicable), The issuance of this
permit does not -allow the violation of the aforementioned ordinances or any other governing
regulations.
The applicant is responsible for obtaining a building permit (if required) prior to commencing
work on the proposed improvement. A final zoning inspection must be scheduled by the
applicant upon completion of proposed improvement.
CONDITIONS:
APPROVED BY: DATE:
It — 4 -175—
-Zoning Offieiii

BUILDING PERMIT INSPECTION CARD
Contractors must hall In for nil Inspectkms. Approved plans must be on project atu bsI wort[ Will
This card must be kept posted ins conspicuous location at lhefrorripf1ho construg be inspected. To request inspections call 482S61IL
6112until the work is completed and all applicable phases have been signed on this card IT IS UNLAWFUL TO OCCUPY OR TO PERMIT THE OCCUPANCY OF ANY BUILDING FOR WHICH
as approved bythe Inspection Division. Each contractor must call for rough in and final A CERTIFICATE OF OCCUPANCY HAS HOT BEEN ISSUED.
inspections. Phone Humber'482-5618. ILC.G.S. 153A-367_ PROJECT #
WORK -REQUIRED TO BE INSPECTED INSPECTOR'S I DATE
APPROVAL
Lot Daie � iD A roams=� ,a+ae :cs.w,xn
Address � ji I �i � i i 1i�� l-�I_ --�.�
PRELIMINARY EROSION CONTROL
EXCAVATION
FDOTW 8e1on PC
Subdivision
I SLAB JEWOM PR
I FOUNDATION
Class at Conatruelfon
Properly Owner tt tr;' _. %.i,.,_ -- —
FLOOR BOX (BEFORE SUBFLOOR)
ELECTRICAL GROUND WORK
PLUMBING GROUND WORK
�
MECHANICAL GROUND WORK
PLUMBING HOUGH -IN
Contractor's names and their realwthm permit numbers shell appaw below before
their work Is commenced. Each contractor must Elora the spr Ilcatlon for pwmtt.
(G.S. 153A-342) . .
General No.
Plumbing _ No.
Mechanics! No.
Electrical No.
Insulailon Na
Grading No.
Comments
MECHANICAL ROUGH -IN
ELECTRICAL ROUGWN
FRAMING
UTILITIES
BUIU7lNG WAiEA SEAYII
BU! SEWEA
PLUMBING FINAL
GAS PIPING
MECHANICAL FINAL
ELECTRICAL FINAL
INSULATION FINAL
SITE FINAL (Zoning)
EROSION CONTROL FINAL
FLASH A FIREPLACE
BUILDING FINAL INSP.
CERTIFICATE OF OCCUPANCY
BuildjoInspector

:IIIbfLUGS lb:U6 2524827377 TOWN OF EDENTpN PAGE 61
Fax Cover Sheet
Town of Edenton
F O Box 300
Edenton, NC 27932
Billing and Collections: 252-482-2155
Town. Manager's Office: 252482-7352
Fax: [phone]
DATE:
I
FAX NUMBER:
FROM: N
i
NUMBER OF PAGES INCLUllLVO COVER:
COMM�S:

11/1612OO5 16:06 2524627377 TOWN OF EDENTON PAGE 02
Transcription of Voice Mail Message to Anne -Marie Knighton
11/16/2005
Ms, Knighton this is Pat McClain with the Water Quality Section in Washington, phone
number 252-946-W1. Calling about the Colony Tire project in Edenton, they will not
need a plan from us and can proceed with thew project. If you need to contact me again
its 252-946-6481. Thank You,

EDENTON-CHOWAN Pt4." 33i -30)Y
BUILDING PERMIT APPLICATION A u
IMPORTANT - Complete ALL items. Mark boxes where applicable,
1•
NAME OF APPLICANT r C
LOCATION
ADDRESS
OF
RUILDINp
NAME OF OWNER OF LANO I /J r
J (f e-I
PIN d l () ]a DIRECnO S
11. NEW CONSTRUCTION STREET ADDRESS
A. TYPE OF IMPROVEMENTS
NONRESIDENTIAL
D. PROPOSED USE - 19 ❑ Agric ulturel - SpeCily
1 XNew Building
'Residential ZO ❑ Amusement, recreational
❑ Addition
13 ❑ One Faintly 21 ❑ Church, other religious
3 ❑ Mobile Home
14 ❑ Twe or tn•r• family' 2240 Industrial
4 Q Alteration fs.. a.wr.l,va)
rtumb•r of unit. »-«... .
' 23 Cl Parking garage
S ❑Repair, replacement
15 (D TnnHent hol■I, m•t•1,
• E.farnumb- 24 ❑ Service station, repair garage
or dor1.
6 ❑Wrecking
ru •-•-•-••••••-•«••• 25 ❑ Hospital, Institutional
7 ❑ Moving
18 ❑ Oars•
Garage
26 ❑ Office, bank, professional
8 ❑Other
47 ❑ Carport 27 ElPublic utility
is El ether - sp—rfy 28 ❑ School, library, other educational
29 ❑ Stores, mercantile
B. OWNERSHIP
q Prlva. p.o l..) .n
n.nprunt In.ulvnndlvldoeyon, .t..)
30 ❑ Ton its, lowers
10 ❑ Publlc (Federal, state, or
31 ❑ Other - specify
I.ca1 gov-nmentl
C. Cost
IOmrr "nrrl
NAME OF CONTRACTORS
11 ❑ Cost of Improvement.......
-
T. b. Installed bvl not M.l.d•el in
tA..b.r. a.a..... ....•..... ......
ar��]-�YI
0. Electrical ..............
b. Plumbing ..................
c. Heating, air conditioning....
d. Insulation
e. Other (elevator, etc.)......
,I
12. TOTAL COST OFIMPRQVKMKNT
111. SELECTED CHARACTERISTICS OF BUILDING-
E. PRINCIPAL TYPE OF FRAME
0. TYPE OF WATER SUPPLY
I. DIMENSIONS
31 Q Masonry (well bearing)
41 ❑ Publia or privets oompsny
48. Number of •terl...__ ,,,....._.....Ac
X,Z 0
32 ❑ Wood frame
42 ❑ IndlVldual (wsll, cistern)
49. Tot.I .q..r. 1-1 of floor ■-a,
33�f Structural riwl
.II hooir., to on •starter
dim...Ion..»...............................,
U -boo
34 CI Reinforced Concrete
80- Total lend or.., .e. ff...................
35 ❑ Other - SpeclfV
H. TYPE OF MECHANICAL
Will there be central air
J. RESIDENTIAL BUILDING ONLY
F. PRINCIPAL TYPE OF HEATINO FUEL
oondltI*ningT
38 ❑ Gar
43 ❑ YES 44 ❑ NO
51. Number of bedrooms ...........
370011
S2. Number of
38 ❑ Electricity
bathrooms Full -
3q ❑ Coal
will there be on efevetorT
Partial ......
40 ❑ Other - Specify
45 ❑ YES 4t1 ❑ NO
Plan of site showing the exact size and location of construction and.existing badge.
submitted: YES ❑ NQ d
Lowest Floor Elevation: Ft. Unknown
FLOOD ZONEI CAMA PERMIT REQUIRED
IF BUILDING 15 IN FLOOD HAZARD AREA, THE FOLLOWING INFORMATION MUST BE SUBMITTED:
A. Design and anchored to prevent lateral movement, flotation and collapse.
S. COnatryctlen materials and utility equipment which Is resistant to flood damage,
C. Method and practice. used to mia/mJze flood delnag..
PERMIT
AMOUNT
ISSUED
Building
10
Electric
Plumbing
Mechanical
Insulation
_
Home Recovery Fund
Zoning
The owner of this building and the undersigned agree to eantorm to all applicable laws of TOWN OF EDENTONICHOWAN COUNTY.
Signature of applicant
Address
Appileatlondate
YIa /f 640i-o
0.5-
00 NOT WRITE` IN THIS SPACE -FOR OFFICE USE
Approved
Permit Foe
Dats!Permit Issued,-/ Permit number
......,...,.:.--..............:....:.;.::.:....-.._...._........._...........,---......_...._...,... . . :: t

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
TIds form may be photocopled for use as an orVinal
I. GENERAL INFORMATION
1. Applicants name (specify the riame of the corporation, individual, etc, who owns the project):
2, print Owner/Signing Official's
Charles A. CreiEht
for facility and compliance):
` 3. Mailing Address for person listed in item 2 above:
PO Box 827
City: Edenton _ _ State: NC Zip_ 27932
Telephone Number: 252 482-5521
4. Project Name (subdivision, Facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Colony Tire Corporation (Warghoaise)
5, Location of Project (street address):
1415 North BLggd Street
City; Edenton NQ 27932 County: Chowan
G. Directions to project from nearest major intersection):
From 17 North - take exit 230
First business on right.
7. Latitude: 3b QZL 50'- Longitude: 1 r, °,A- -_t nil of project
8. Contact person who can answer questions about the project:
Name;_ Barry Hollowell^ 'Telephone Number: 292 331-1019
U. PERMIT INFORMATION:
L Specify whether project is (check one)
Fazm SVJt7-t pl Version, 3.99
Yes New Renewal Modification
Page i of 4

2, If LW5 application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number — and its issue date (if known
3, I Specify the type of project (check one):
Low Density Pjgh Density Redevelop General Permit other
4. Additional Project Requirements (check applicable blanks):
_LAMA Major _Sedimentation/Erosion Control �404/401 Permit _-1PDES Storrnwater
Information an required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
III. PROJECT INFORMATION
1. In the space provided below, summarize haw stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
See attachPrl ,i.n.fcuam,zt,iar}.
2. Stormwater runoff from this project drains to the Queen Anne' QCrack Ind Albemarle Sound basin.
3. Total Project Area: 5.79 acres 4, Project Built Upon Area: 20 40
S. How many drainage areas does the project have? 1
5. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,,attach an additional sheet with the information for each area provided in the same format as below.
- '� i•''� �hLi.t_�,
Y�nrs:.. �.r��:!inR•d,:r a
Receiving Stream Name
!i�j!fi5,.:.
M :.r
]- ij
Receiving Stream Class
Drainage Area
State Drain Ditch
Existing Impervious" Area
Proposed Impervious'Area
9b Impervious` Area (total)
r �j
.��a "4ia.^.i �° i:�i;Y"ii
On -site Buildings
On -sate Streets
On-bilu Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, wads, parking areas,
sidewalks, gravel areas, etc,
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site Impervious area listed above derived
IV, DEED RESTRICTIONS AND PRUMC IVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shah be covered by structures or impervious materials.
impervious materials include asphalt, gravel, concrete, brick, stone, slate or slmilar material but do not include wood
decking or the water surface of swimming pools.
' 3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modiikation prior to
construction.
5. All permitted runoff from ougw-r-ols or future development shall be directed into the permitted stonmwarer control
system. These connections to the stormwater'control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed ur deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot-
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below roust be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-142
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-IOB
E. Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management practice Supplement
Form SWU-Iol Version 3.99 Pagr 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ),
A complete package Includes all of the items Listed below. The complete application package Should be
submitted to theappropriateDWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplern'ent Form(s) for each EMP
• Permit application processing fee oP3420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management _
• Two copies of plans and specifications, including;
Development/Projeci'name
Engineer and firm
.-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/praject boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage,features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sixes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, .please complete this section.
Designated agent (individual or firm),
Mailing Address;
city,_
Phone:
VHI, APPLICANT'S CERTIFICATION
State: Zip:
Fax,
1, (print or type name ofperson listed in Genera! Information, item 2) . - Charles A. Creighton,
cer* that the Information Included on this permit application form is, to'the best of my knowledge, correct and
that the project w lI be constructed in conformance with the approved plans, that the required deed restrictions
and protective a is will be cord and at the proposed pro)ect complies with the requirements of 15A
6A.
NCAC 2H 30
Signature: I?ate:
Form SWU-141 Version 3.99 Page 4 of 4

t
November 14, 2005
COLONY TIRE CORPORATION
1415 N, Broad St.
NCDENR - Division of Land Resources
P.O. Box 827
943 Washington Square Mall
Edenton, NC 27932
Washington, NC 27889
252/482.5521
Ref: Colony Tire Corporation
800/22.TIRES
252/482.7b2b FAX
Edenton Chowan Industrial Park
Edenton, Chowan County, NC
www.colonytiro.com
Sub: Construction Narrative
Colo
Location
110
Tlirw
The proposed site is located in an existing industrial area in Edenton, NC.
Access to the site is off US Hwy 17 through existing Colony Tire entrance drive.
Site Description
Ahoskie, NC
The total tract acreage is 5.79 acres. Area is currently used for open storage.
Apex, NC
The grading work proposed for this permit will be limited to the area to be
Ashland, VA
occupied by a new building, approximately 220' X 230'. The entire tract was
Burlington, NC
basically flat farmland that has been seeded and is now grassed over. Drainage
Cary, NC
for the entire tract is generally to the southwest with existing perimeter ditches
Colonial Heights, VA
picking up the sheet flow and carrying the water to the northwest off the site
via NCDOT right of way ditches. Existing gradients are very flat with typical
Edenton, NC
slope in the 500'h:1'v range or less.
Elizabeth City, NC
Garner, NC
Proposed Development
Greenville, NC
Kill Devil Hills, NC
Proposed work will consist of preliminary grading by track and rubber tired
equipment and then building up a 230' X 220' building pad with roller
Kinston, NC
compacted select sand. Rainfall will produce a sheet flow from the building
Manteo, NC
pad that will naturally flow across existing grassed areas. The proposed work
Morehead City, NC
will not alter the basic drainage patterns currently in use at the site and will
New Barn, NC
produce any scour or movement of sediment into the existing ditches. The
speed and quantity of flow into the existing ditches will not be changed.
Plymouth, NC
Raleigh, NC
Seeding and Maintenance
Roanoke Rapids, NC
Rocky Mount, NC
The disturbed, graded area immediately adjacent to the building footprint will
Suffolk, VA
be seeded and monitored, any areas that show signs of erosion will
immediately have slit fence installed to control sheet flow. All seeding and
Wake Forest, NC
fertilizing will be completed according to Chowan County Soil Conservation
Williamston, NC
Service recommendations. Routine seeding and mowing maintenance will be
Wilson, NC
performed by Colony Tire to ensure that the drainage system is operating
properly and capable of handling all storm water and erosion and
sedimentation issues.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erasion and sedimentation control plan have been completed and approved by the
Land Quality Seddon, N.C. Department of Environment and Natural Resources, (Please type or print and, if'
the question is not applicable or the e-mail and/or fax Information unavWlable, place NIA in the blank.)
Part A.
I _ Project Name r Colony Tire Corporation Warf�hnitisr-
2. Location of land -disturbing activity: County Cho3jan City or Township Edenton
Highway/Street 141_5NNgrth Broad Latitude._ 96�04' 50" Longitude 76035' 10"
3. Approximate date land -disturbing activity will commence; November_ 28th, 2005
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial WarehQuse
5, Total acreage disturbed or uncovered (including off - site borrow and waste areas); _1 ..lh�
6. Amount of fee enclosed: $ The Express Permitting application fee is a dual
charge. The normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling
amount. In addition, the Express Permliting supplement is $250.00 per acre up to eight acres, after
which the Express Permitting supplemental fee is a fixed $2,000,00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed Yes • __
S. Person to contact should erosion and sediment control Issues arise during land -disturbing activity:
Name^ Barry 44o,j„Jowe11_, E-mail Address eguipment@collonyri re.. corn
Telephone[phone]Q „� Call # 252-111 -3ni 4 Fax# [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Charleg A, Czeighton_ _ 252-482-5521 252-482-7626
Name Telephone Fax Number
_PO Box 827„ 1415 North Broad Street -
Current Mailing Address Current Street Address
Edenton ^_ NC 279'1?' Edenton
City State Zip City State Zip
10: Deed Book No.w 2$$_, Page No. 523 Provide a copy of the most current deed,
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Qolonyz Tire CnrpnrationW,,,,
Name E-mail Address
PO Box 827 _ 1415 North Broad Street
Current Mailing' Address Current Street Address
_ Edenton -- _ NC 27932 Edento __ �S!_ 27932 _
city State Zip '. city - State Zip
Telephone^ 252-482.-5521 _ Fax Number 252-482-2626

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent: .
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City state zip
Teiephione Fax Number.
(b) If the Financially Responsible :Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name, If the Financially Responsible
Parry is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consuktant..who can assist in providing any necessary Information regarding the plan and Its preparation:
_Colon_ Tire, Cornoratinn _ equipment(acnlonytire.com .
Engineering Firm or other consultant E-mail Address
AaLry Hollowell 252-331-3019_ 252-482-4471
Ind ividual,contact person (type or.print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must.be signed by the Financially Responsible Person If an Individual or his attomey-in-
fact, or If not an individual,- by, can officer, director, -partner, or registered agent with the authority to execute
instruments for the Financially Responsible:Person). I agree.to provide corrected information should there by
any change in the information provided herein.
Ch s A. Crei h Chief Executive Officer'
;,Uature
me Title or Authority
November 15th. 2005 Date
a� I a Notary Public of the County of Q—r .�.
State of North Carolina, hereby certify that o appeared personally
`before me this day and being duly sworn acknowledged that the above fom7 was executed by him,
Witness my hand and. notarial seal, this &� day of _D_c c6y- 20 C�
Notary
OTA My commission expires_
a A.
9�� = D
p�yp �O E3LAC' •' �c�`: °
- fGl �bCYYYYHIV�'°, '

Permit No.
(to be,provided by Ufv)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
5TORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT'
Ms form may be photocopied for use as an oripnal
A. low density project is one that meets the appropriate criteria for built upon area and.transparts stormwater
runofF primarily through vegetated conveyances. Low density projects should -not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low deu,sity requirements and density factors can be
found in 15A NCAC 2H ,1005 trough .1007.
1, PROJECT INFORMATION
Project Name ; Colony Tire CorpogatjDn
- Contact Person; Barry Phone Number:
Number of Lots: 1 .Allowable Built Upon Area Per Lot'*: '5.79 acres
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
19. BUILT UPON AREA
. I
See the Stormwater Management Peralit Application for specific language that must be recorded in the deed
restrictions for all subdivisions. I
For uniform lot sizes; complete the following calculation in the space provided below where: �
3
• SA Site -Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets. I
• DF Density Factor - the appropriate percent built upon -area divided by 100.
• RA Road Area - tht total impervious surface occupied by roadways,
OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
* No.. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each, lot including driveways.and impervious
surfaces located between the front lot line and t c7 tdge of pavement.
Tom SWU-104 Rev 3.99 Pagel of 2,

r
i (SAxD - RA -QA. DU
No. Lots Lot
a
See attached.
III. REQUklEtED ITEMS CHECKLIST .
Initial in the space provided to indicate that tie following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Nla.nagement Permit ,Application Form, the agent may initial below,
Applicants Initials
a, A 30 foot vegetative buffer is provided adjacent to surface. waters, Projects in the Meuse
River basin may require additional buffers.
b. Deed restriction language -as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ. within 30 days of
platting and prior to We of any lots.
—get-4� a Built upon area calculations are provided for the overall project and all lots,
d. Project conforms to low density requirementa'within tho QRW AEC (if applicable).
(1SA NCAC 2H ,1007(2)(b)j
EzOMa 5WU-104 • Rev 3.94
page 2 of 2 .

SITE __ MAP
LEGEND:
4. ... CdxTLRL INE
/IR ... IIION AM
N•F ... NON OR FOIAERLY
5.79 ACRES
BY COORDINATES
Z
0
r
ta+
a
am I
SITE MAP FOR
CHARLES A- CREIGHTON .
COLONY TIRE CORPORATION
NORTH BROAD STREET
CHOWAN COUNTY
NORTH CAROLINA
SCALM 1 FICN - 17O FEET NOVEMBER IS, MOB
ACREAOE aV SURVEY MFOmmAT1ON
TAKEN FROM SURVEY BY
MOAN A. Oa/ I /
REFERENCE: PLAT BOOK 10, PA[r! /6
� I
f1.Sb I
V
A
.off
e00 / I
6PDT I
/ y4 ELEVATION
i
L6a'
i
v
ff
1fSE"U"
•0,77
III
•,73•
Qy TC
TY-i.00'
FENCE
•a.ral
�o,ax
�
I
f ®
I -o.ba
_4.26,
I
i
f
EXISTING WADED STORAGE AREA
230'
I I f I PROPOSED METAL BUILDING
i FLOOR TO MATCH EXISTING
fa I GRADED
ROADBl GRADED SLAB
AREA 116 ACRES
= I
I
I
I
I
I
I
EXISTING TRUCK ACCESS
6 OPEN PAVED STORAGE AREA
o
cm
"' S 52-23-00r N 404.49,
COLONY TIRE CORPORTION
CHARLES A. CREIGHTON
PC, L SL, 135-A
BUILDING AREA TOTAL - 50,600 SF
BUILDING AREA THIS TRACT - 28,635 SF
TRACT AREA - 25E-.6WSF
BUILT UPON % - lt&% .11 , L�%
EXISTING METAL BUILDING
FLOOR EL - 0.00' ASSUMED
NO DITCH
/ ALONG
THIS LINE
n
w �
C,
of
an
q
V/
-25.00'
NO DITCH
ALONG
THIS LWE
START OF
DITCH

BK0288FIG 05231
Illlllllllf
f' o Cy
[1 J
u
[[ . 7, Q
NORTH
OAROUNA ' 3
t.
4 x
ciao Tax:
U reel Idenll0er No.:
U U a L nd Transfer Tar:
Pmpared by:
Mall after recording to:
Real Property
Exciso Starp Tax
$59.00
Filed for Record in the office 'of the
'Register off deeds, Chowan County, N. Carolina
a[ 0�� o'dnck --- N4., (in I he
_ ��dHI-2
,TC --
and P ECbRyED in No._ N P,���2 —5
Susan S. acntree — Re SI. f ue't s O
H
. Y Asst/I3tpQtY
$290.00
M. H. Hood Ellis
Hornlhal, Riley, Ellis & Maland, L.L.P.
P. O. Box 220
Flzabelh City, NC 27907-0220
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 71h day of June, 2002, by and between
GRANTOR GRANTEE
WILLIAM T. SATTERFIELD and wife, CHARLES A. CREIGHTON and wife,
LOLA B. SATTERFIELD SUSAN B. CREIGHTON
and AND
CHARLES E. SATTERFIELD and wife, P. 0. Box 827
MARGARET M. SATTERFIELD Edenton, N.C. 27932
The designation Grantor and Grantee as used herein shell include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by Context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which
V is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Granted in fee simple, all that certain lot or parcel of land situated in the First Township, Chowan
County, North Carolina and more particularly described as follows:
BEGINNING AT A POINT marked by a found iron pin located the following courses and
M distances from the point of intersection of the canter line of U,S,,Highway 17 Business
i and the center line of the N.C.S.R. #1105 ("Old Hertford Road'): 205 foot from said
point of Intersection as measured in.a northeastwordly direction along center line of
Q sold U.S. Highway 17 Business to a PK nail in the center line of said U.S. Highway 17
Business and thence from said PK nail north 41 ° 55' 00" west; 620.81 foot to the
1 found Iron pin and POINT OF BEGINNING (Same also being tha northeast corner of the
�J parcel previously conveyed by Satterfield at ux, at al to Creighton by deed in Book
219, Page 386 of the Chowan County Registry); then from said POINT OF. BEGINNING
south 52' 23' 00" west, 404.49 feet along the west line of the sold property
previously conveyed by Satterfield at ux, at al to Creighton at ux (Plat Cabinet 1, Slide
135A Chowan County Registry) to a point marked by a found iron pin; then from said
point and along property now or formerly belonging to Seabrook Enterprises, Inc. (Plat
Cabinet 1, Slide 1 86-E Chowan County Registry) north 43' 16' 06" west, 65.75 feet
to a point marked by a found iron pin and also marking the northeast corner of the said
Seabrook property; thence from said iron pin and point along a ditch marking the
property now or formerly belonging to Thomas S. Nixon, Jr. (Plat Book 5, Page 75
Chowan County Registry) north 42 18' 06",vvest, 3BB.19 fact to a point marked by
a found iron pipe; thence from said paint and iron pipe and along property now or
formerly belonging to Edenton Construction Company, Inc. (Plat Hook 6, Page 89
Chowan County Registryl north 13" 00' 07" east, B2.50 feet to a point marked by sat
iron pin; then from said point and Iron pin and continuing along the property now or
formerly belonging to Edenton Construction Company, Inc. north 10° 39' 07" east,
428,17 feet to a point marked by a set iron pin; thence from said point and Iron pin and
along other property now or formerly belonging to William T. Satterfield, at al (Plot
s 4,, 3f

690288PGO52 }
Book 10, Page 65 Chowan County Registry) south 41 ° 55' 00' east, 791.89 feet to
the found iron pin and POINT AND PLACE OF BEGINNING. For further description of
the 5.79 acre parcel or tract herein described see plat entitled 'A Survey and Plat for
Charles A. Creighton, First Township, Chowan County, North Carolina dated April 18,
2002" prepared by Josiah A. Webb, III, P.L.S. duly filed for record In Ptat Cabinet &
Slide ,74!r of,the Chowan County Registry and incorporated by reference. herein.
The property herainabove was acquired by Grantor by instrument recorded in Book 148, Page 720 of
the Chowan Ccunty Registry and the Will of C.R. Satterfield in File No. 82-E-38 of the Clork of Chowan
County Superior Court's office, incorporated by reference. Said property Es a portion of Tract i shown
on the plat of record in Plat Book 10, Pago 65 of the Chowan County Registry, incorporated by
reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the promises in fee simple, has
the right to convey the some in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated. .
Title to the property hereinabove described is subject to the following exceptions
11 The lien of 2002 ad valorem taxes; and
21 All easements, restrictions and covenants of record and all governmental and zoning regulations
affecting the same.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year first above
written.
Lt(rP:Lor�sa ��u- ISEALI
Vv"ll Ilam T. tterfi old
(SEALS_
Lola B. Sa rfle)d
a-EALI
Charles E. Satterfield
J
Margaret . Satterfi
iseAr-57AM.r STATE OF ! _ Cr ,'1 llrll1111rt-e-Xu -'n COUNTY
I, a Notary Public of the County and State afcresaid, certify that WILLIAM T.
SATTERFIELD and wife, LOLA B. SATTERFIELD Grantor, personally appeared
before me this day and acknowledged the execution of the foregoing
instrument, itness my hand and official stamp or seal, this,1Q day of
6/1
20Q2.
Notary Public
My commission expires: / 00
• rub .tkkL, �f �' J�7 � ��i r >v`� ';, •
2
fiRttU

BH0288PG0524
s larAMri STATE.0F _1,c COUNTY
1 a Notary Public of the County and State aforesaid, certify that CHARLES E.
SATTERFIELO..and wife, MARGARET M. SATTERFIELD Grantor, personally
a eared before me this day and acknowlad ed the execution of th
_—
foregoing instrument. Witness my hand and official stamp or seal, this
_.--day
of
4t)
_ 20�: T
P1
Notary Pubii
My commission expires: 2088240
L
NOTARY PUBLIC OF NEW JERSEY
My COmmU00 EVI Ms MV 30, 2000
xtK xliAKp-0kVA"p/}1{ptxxxxx xxxxxxxxxxx x xxxxxxxx xxxxxxxxxxxx xxxxxxxxxxxx
t ago.
h�xxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxi®o6rFx�smE�mE e0[m7a'
R 32^1t9°A9rst°ic4elP5cxx
mhh�2�7B
North Carolina
Chowan County
The foregoing certificates of Diane W. Stallings, notary public
of Perquimans County, state of North Carolina and Elizabeth M. Schmidt,
notary public of Cape May, state of New Jersey are certified to be
correct.
This.instrument.was presented for registration this 3rd day of
July, 2002 at.10:46 O'clock am.
SusaJnJ/y} S. Rountree-Register
(`/,o�/f Deeds
BY �Tl1�M . c 7 l 4: _
A s egister of Deeds
Recorded & Verified:
Deed Stamped: Fifty -Eight Dollars ($513.00j