SW7960401_HISTORICAL FILE_20201020

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

Vd rl)\,6.
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
October 20, 2020
Walker Boys Investment Holdings, LLC
Attention: Tara S. Walker, President
112 Sound Shore Drive
Kill Devil Hills, NC 27948
Subject: Stormwater Permit Renewal/Ownership Change
Stormwater Management Permit SW7960401
Colington Speedway
Dare County
Dear Tara S. Walker:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW960401 for a stormwater treatment system consisting of two
infiltration basins serving Colington Speedway located at 1064 Colington Road, Kill
Devil Hills, NC expires on March 6, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
This permit was originally issued to Jimmie Summerell. A search of the Dare County tax
records indication that the property is now owned by Walker Boys Investment Holdings,
LLC. The Coastal stormwater rules and the NC General Statutes require a stormwater
permit for this project. Stormwater permits are not automatically transferred when
property is sold. Please submit a completed permit renewal application and a
stormwater ownership transfer application along with a $505.00 processing fee. Permit
application forms for renewal and ownership transfer can be found on our website at:
htt 3�s //deg) tic gov/about/divisions/enerw-mineral-land-resources/energy-mineral-land-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger, thorpe cDncdenr.gov.
Sincerely,
Ro Ver K. Thorpe
Environmental Engineer
—� North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and Land Resources
Washington Regional Office 1 043 Washington Square Mall I Washington. North Carolina 2788q
>52g56.6481 .

LIMITED LIABILITY COMPANY ANNUAL REPORT
ram„`
NAME OF LIMITEDLIABILITY COMPANY:' _Walken Boys investment Holdings,. LLCM ..... .... ... ... ....
SECRETARYOF SiATE,ID;NUMBER: 1773966 - � STATE OF FORMATION: NC E -Filap Annual Report
_ : - 4773%8: :
0
REPORT FOR TflECALENQAR YEAR; 6283
2020': _ _ _ 41212020 CA202009302:00
SECTION A: REGISTERED AGENT'S INFORMATION ❑Char'Bes-
1. NAME OFIREGISTERED AGl 'Walker, Tara su merell ...
I SIGNATURE(OF. THE NEW REGISTERED AGENT: 1 0^G � �/'1%-7l/•E.T% T
3.fREGISTERED AGENT OFFICE STREET ADDRESS 6 COUNTY '4: REGISTERED AGENT OFFICE: MAILING ADDRESS
1.12 Soundshore Drive
Killbevil Hills, NC 27948 Dare County
112 Soun&hore Drive _. _.. .
Kill Devil Hills, NC 27948
SECTION.B: ERINC,IPAL OFFICE INFORMATION
1.:DESCRIP,TION OF NATURE OF BUSINES611
. Real Estate Renf21511nV2StfttentS'-.....__ . .. ... .. _ ....
3. PRINCIPAL OFFICE EMAIL: 2: PRINCIPAL OFFICE PHONE,NUMBERi [phone]' Privacy Redaotion
.4. PRINCIPAL OFFICE STREET. ADDRESS :5. PRINCIPAL OFFICE MAILING' ADDRESS
1:12 Soundshore.Drive' .. 112 Soundshore Drive ... ...
Kill'Devil Hills, NC 27948 Kill Devil Hills, NC 279A8
6. Select one of the4Nlowing if sfigpllcable. (Optional see Instructions)
The company is veteran-owned:small'business
❑ The; company Is,a service -disabled veteran -owned small: business
SECTION C: COMPANY OFFICIALS (Enteradditional colnpany,offlUals'iri:SectbnE.y
NAME: Tara SWalked ................ NAME: ;Rodney L Walker NAME:
TITLE':' President:..,_ TITLE:, `Vice President TITLE.
ADDRESS _..__.... .. ADDRESS: _- . _.._. ADDRESS:
1.12 Soundstiore Drive 112 Soundshore Drive
Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948
SECTION Ot CERTIFICATION'. OF ANNUAL REPORT, Section D must be completed'in its entrety;by a personhiusiness entity,
Tara S Walker _ 4/2/2020
.. SIGNATURE.......DATE ........ .. ...:.....
Form must be,sigmed by a ConrpanyOfftraal listed unpar Section Col TMs Imm..
Tara S Walker President
PYiil or Type Name of Company Otfioal - " PnMar Type TRIG of CoinpanY Caclal!
This'Annual Report has beenfiledelectronically.
"' MAIL T0; 9oeretery of Stales Bue'neea Ropn:tratbn.DNkion, Past OlFco Box 29525, Ralogh: NC 2762841525;

OMB NO.2502-0265 i'
A
U.S. DEPARTMENT OF HOUSING A URBANDEVELOPMENT
SETTLEMENT STATEMENT
B. TYPE OF LOAN:
1,❑FHA
2.❑FMHA 3.❑CONV. UNINS. 4.❑VA 5.❑CONV. INS.
6. RILE NUMBER:
13734002
7. LOAN NUMBER:
S. MORTGAGE INS CASE NUMBER:
C. NOTE: Mslormstumshedlogimy uasfatementolaUu iwnlbmentmtfs A oh,ped to aM by the settlement agent amsto.n.
Rems madm07POC)' were paid whide the olosing, they am shown here /orntamstanal powses and are not lotluded in the toots.
1. anon uan.00xarmar4amvn
D. NAME AND ADDRESS OF BORROWER:
WaVz Boys lnv.tmoni
Hok6ngs, LLC
112 Swo&harm Diwe
KiM Deal Hilt NO 27948
E. NAMEANDADORESS OF SELLER:
Jimmie D. Summeal ad Wfe
Dona D. Summmdl
19668 OH Fany landing Rand
East Lakq NO 27953
F NAME AND ADDRESS OF LENDER:
Jmmm D B O na D. Summed
G. PROPERTY LOCATION:
1064 Cclrgton Rmi
K0 Devi Hills, NC 27948
Dam Canty, Nmh Carina
Tat ID TIOB099 ON
Teat or Parcel of Lad!
located in Atlantic ToAnsNo
H. SETTLEMENTAGENT: 56-1900818
Gray 8 Lloyd, LLP.
PLACE OF SETTLEMENT
3120 N. Catalan Hwy, Ste. 101
KAI DWI Hills. NO 27948
I. SETTLEMENT DATE:
January 4, 2019
J. SUMMARYOF BORROWER'S TRANSACTION
K. SUMMARY OF SELLER'S TRANSACTION
100. GROSS AMOUNT DUE FROM BORROWER:
47. GROSS AMOUNT DUE TO SELLER:
101. Contract Saks Price
40E000. DO
40t. Contract Saks Price
1081500.00
102. Persona
402. Pe gnat Property
103. Saltbnent Charges to Barlow Lino 14001
1873.6E
403.
IN.
404,
105.
405.
AcpfsI,,ehfs For RemPaidSelene advance
A'swants For lens Peed By Seder. acvvnm
06. C' 1Tw.n Tax¢ to
406. C' (Rmn Tars to
107. County Tan¢ to
407. Cotinty Tax. 0
108. Ass¢smmts to
408. Asse wts to
IN.
4N.
110,
410.
111.
411.
112,
412.
120. GROSS AMOUNT DUE FROM BORROWER 409,873.68
420 GROSS AMOUNT DUE 7O SELLER
408,000.N
200. AMOUNTS PAID BY OR IN BEHALF OF BORROWER:
500. REDUCTIONS IN AMOUNT DUE TO SERER:
201. Dal or arrest money
501. Ex OaPosit See Instructions)
202, PrncipalAm t al New Lmn s
502, Shckmml Charas to Sdk4(I-We 1400
B 705.95
203. Edslino Inniskwisl taker suboct to 1
503. Exietln kar s lacer sub' to
2N. 1
504, Paydf Rrst Modg a to Rat National Balk
101.wI.32
205.
505, Payoff SCfmd Mmgage
mfi.
505.
207,
507.
208, Purchase Money Nee 283000.00
508. Purchase Money Note
M'".00
209.
509,
'AcIpstraeolsfixtemsUnpadH Seller
Adustmen¢ For lemeU Serer
210. ,C ?wen Tm¢ tan
1
510. C' Tw.n Tar. to
211, CmM Tar. OV01119 to 01/05119
1 36.40
511. Cann Tar¢ 01101119 to 01/05/19
36.40
212. Assessmmis to
512. Assevonetts to
213.
513,
214,
514.
215.
515.
216.
516.
21T
517.
21LL
518.
219.
519.
220. TOTAL PAR) BY/FOR BORROWER
283,036.40
520. TOTAL REDUCTIOVAMOUNTDVE SELLER
392,823.67
300. CASH AT SETTLEMENT FROMTO BORROWER:
6W. CASH AT SETTLEMENT TO/FROM SELLER:
301. Gross Ammar Due Fran Boar a(I-he 1201
1 409873,68
601, Gross Amount Due TO Shca(Line 420
IN p00.00
302. Les Arrant Pad Boeve Bwe 220 (Line
R 283,036.40
602. Less Reductions Due Stacy Line 5201
( 39N.3,67
30.i. CASH( X FROM)( TO)BORROWER
( 126,837.28
603. CASH( X TO)( FROM)SELLER
15,176.33

L. SETTLEMENT CHARGES
700. TOTAL COMMISSION Based on Price $ @ Y,
ronrruu
oon &85
SE MENT
wnraaa
smens
SEi1LEMEW
Drvrsion of Como n pone 700) as Follows
702. S to
m
704 n
800. ITEMS PAYABLE IN CONNECTION WITH LOAN
801. Lwn 0minafort Fee 1.0000 % to
802, Lwn Discount "/, to
803. A22msal Fee to
804. GroJit Rgoat to
805. Lmdds lns wlim Fee to
806. Mortgage Ins App.Fee to
807. Assum tbn Fce to
808.
809.
810.
811.
900. ITEMS REOURED BY LENDER TO BE PAID IN ADVANCE
901. Interest Fran to @ $ /day days
°el
902. MIPTalns for UloOfL� for mmthsto
903. Hazard Insurance Prenium to 1.0 yearo to
ON.
905.
10p0. RESERVES DEPOSITED WITH LENDER
13D1. Hazard In.,. moths $
Pa
moth
1002. 1h>f enanmce mmihs @ $
Ito
moth
1003, C /Ton Taxers mmihs @ $
Oa
moth
1004. Camty Taxes months @
e
mmlh
1005. A -,a ants mmihs @ $
por
moth
1006. s
a
month
1007. moths
o
moth
1008. months @ $
pa
month
1100. TITLE CHARGES
1101. Sole ent or Closing Fee to Gay 8 LJoyd. LLP.
Discounted
850.00
350.00
1102. Abstract a Tde Swmh to
1103. Title In Ion to
1104, Toe Insurance Binda to
1105. Document Prqoaai. to Gray & Loyd. LL.P.
Note& Deed of Tmst
100.00
1106. NOW Foes to
1107. Aftcmeys Foa to
ndodesabove uem numt m
indudes abo. gem numbers:
1109. Lenders Coverage $
111 D. 0+41ees Gooage $
fill.
1112.
1113.
1114. LD Phma'GopylFw to Gray& Uoyd,LLP.
38.00
38.00
1115, O , ht Cooria Fp ( Gray&U ,LLP.
1116. Canoelalm Fee Gray& Uoyd LLP.
1117.
1118.
1200. GOVERNMENT RECORDING ANDTRAKSFER CHARGES
1201. Rmav Fee;: Deed $ 26.00 : Mo . e $ 64.00; Releases S
90.00
1202.C" Zoun TMStan s: 1 %Lmd Transfer Tax 4,080.WMwome
1201 Stale Ta Slan s: Re ue Stan s 816.00; MM a
12D4. s
1205. R istad Deeds
1300. ADDTIONALSETTLEMENT CHARGES
1301. Su to
d8.705.95
1302. PmT In action to
1303. 2018 RET.. 1. D. Can Tax Off.
D08099000
304.
305.
1400. TOTAL SETTLEMENT CHARGES Enter m Urea 103, Secbo J and 502, SmUm K
1.BTJ.BB
Cetifiocl to be a two copy.
pomanri;r.�eczlal

ACKNOWLEDGMENT OF RECEIPT OF SETTLEMENT STATEMENT
Borrower: Walker Bays Investment Hddings, LLC
Seller: Jimmie D. Summerdl and wife. Dana D. Summerdl
Lender:
Jimmie D & Dana D. Summerdl
Settlement Agent:
Gray & Uoyd, LLP.
[phone]
Place of Settlement:
3120 N. Croatan Hwy., Ste. 101
Kill Devil Hills, NC 27W
Settlement Date:
January 4, 2019
Property Location:
1064 Cdington Road
Kill Devil Hills, NC 27948
Dare County, North Carolina
Tax ID 008099-000
Tract or Parcel of Lard
located in Atlantic Township
I have carefully reviewed the HUD-1 Settlement Statement and to the hest of my knowledge and belief, it is a true and accurate
statement of all receipts and dsbursements made on my account or by me in this transaction. I further certify that I have
received a copy of the HUD-1 Settlement Statement.
Walker Boys Investment Holding LLC
BY:
Rodney Lorenzo Walker, Manager
BY:
Tara Summerdl Walker, Manager
Jimmie D. Summerdl
Dana D. Summerdl
To the best of my knowledge, the HUD-1 Settlement Statement is a true and accurate account of the funds which were received
and have been or will be disbursed by the undersigned as part of the settlement of this transaction
E. Crouse Gray, Jr.
Settlement Agent
WARNNG: It is a crime to kr wmgly make false stalemenls to the United States on this or any similar form penalties upon conviction can mcludea
Ore and Imlelaonment For details see: The to US. Coda Sectlon 1u01 end Smflon 1010.
(137M4 002. PFD/13734-002/3)

^9
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
DIVISION OF WATER QUALITY
March 6, 2007
Mr. Jimmie Summerell
112 Colleton Lane
Kill Devil Hills, NC 27948
Subject: StQ,rmwater Permit No. SW7960401
Colington Speedway
High Density Stormwater Project
Dare County
Dear Mr. Summerell:
The Washington Regional Office received your completed
Stormwater Application for the subject project on December 18,
2006. 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. SW7960401 dated March 6, 2007 to Mr. Jimmie
Summerell.
This permit shall be effective from the date of issuance
until March 6, 2017 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.
North Carolina Division of Water Quality Internet: h2o.encstate.nc.us
943 Washington Square Mall . Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal CpportunitylAffrmative Action Employer —50%Recycledll0%Post Consumer Paper
NorthCarolina
Naturally

Mr. Jimmie Summerell
March 6, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Mr. Bill Moore at (252)948-
3919.
Sincerely,
AI- J - =---
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Performance Engineering
Dare County Planning/Inspections
WARO Stormwater Files
Central Files

State Stormwater Management Systems
Permit No. SW7960401
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
Mr. Jimmie Summerell
Dare County
FOR THE
continued operation and maintenance of stormwater management
systems 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 for
(2) infiltration basins to serve Colington Speedway located
Colington Road at Kill Devil Hills, NC.
This permit shall be effective from the date of issuance until
March 6, 2017, 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 on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY.
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:.
Total Impervious
Surfaces Allowed:
Basin Depths:
Required Storage Volume:
Provided Storage Volume:
Provided Surface Area:
Storage Elevations:
n
Colington Speedway
SW7960401
Dare County
Mr. Jimmie Summerell
112 Colleton Lane
Kill Devil Hills, NC 27948
08/09/2006; original
12/18/2006; complete
Colington Creek
SC
2.34 acres
64,731 sf
1.50 - Basin A
1.00 - Basin B
1575 cf - Basin A
3729 cf - Basin B
3336 cf - Basin A
8838 cf - Basin B
1599 sf - Basin A
7272 sf - Basin B
4.3 ft Basin A
4.1 ft - Basin B

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales)
shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit
and receiving approval from the Division.
5. The following items will require a modification to the
permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign 'or addition to the approved amount of built -
upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all times. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a. Semi-annual scheduled inspections (every 6 months)
b. Sediment removal .
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
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. 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.
6. Upon completion of construction 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. Mail the
Certification to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, 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.
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 143-215.6(a) to 143-215.6(c).
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) which have jurisdiction.
6

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 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.
6. At least 6 months prior to the expiration date, the permittee
shall request that this permit be renewed.
Permit issued this the 6 th day of March, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alah W. Klimek, P.E., Director
Division of Water Quality .
By Authority of the Environmental
Permit Number SW7960401
7
Management Commission

Stormwater Permit SW7960401
(2) Infiltration Basins
Colington Speedway
Kill Devil Hills, NO
Designer's Certification
as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date
s'

'14oBERT ✓. STL-wART, ✓R., PE
Civil Engineer - NC & VA Registration
PERF RMANEE
ENGINEERING
. "" 6604 CARATOKE HWY. t POWELLS POINT, NC 27966 • [phone]VHONE • [phone]/FAX . .
COLINGTON SPEEDWAY - PERMIT:#SW7960401 RENEWAL APPLICATION
DARE COUNTY "
NARRATIVE DESCRIPTION AND, UPDATE OF PROJECT STATUS
REVISED DECEMBER 15, 2006
This, narrative is prepared,to provide an update regarding the as -built condition of the
existing facility and'the stormwater management BMP's. In March of 2006 the Div. of .
Water Quality notified the permittee, Mr. Jimmie Summerell of the requirement to renew
the stormwater permit referenced above and to provide the Designer's Certification for
the as -built condition of the project and the associated infiltration basins. The Engineer
was asked to inspect the project to confirm conformance with the approved plans. The
initial inspection resulted in the observation that there were certain minor inconsistencies
between the site plan as designed and as built. Therefore, Mr: Robert.Cummins, P.L.S.
` was retained to perform a physical survey, to reflect the existing features and topographic
information. Based on the as built survey by" Mr. Cummins, calculations for coverage and
required storage volume in the two infiltration basins were revised. Mr. Summerell.
regraded the existing basins to restore uniform bottom elevations and proper side slopes..
The deviations between the, approved plan were generally very slight and the stormwater.
BMP was functioning effectively. The most significant inconsistency is the presence of a
small area of standing water in the northern section of Basin "B". Mr. Summerell reports "
that he was unaware of this low area, which can be described as a shallow pond, prior to
clearing the areato construct the designed basins. The "pond", approximately•1'-3' deep,
was in a heavily wooded area, near the property line, and was not detected prior to'Mr.
•Summerell's developing of the siteAt is proposed to leave this wet area in its current
state due to the adverse environmental impacts of filling it or digging it deeper. Thebasin,
functions very effectively and recent observations have shown the normally dry areas to "
draw down in approximately three days after torrential rains, well in excess of I".
Prior to Mr. Summerell's ownership, the tract was used as a concrete production plant., .
The previous owners left sizable masses of concrete buried and/or partially buried in-
numerous locations. These concrete deposits have created significant constraints to the '
owner in attempting to grade the basins to the exact lines and slopes originally specified. '
However, the original basins were in fact constructed in substantial conformance with the
original plans and at no time was there any direct discharge of run-off stormwater into. the'
adjacent on -site wetlands.or on to.the adjacent properties. The BMP's, ascurrently
constructed,'provide storage, capacity equivalent to'a 2.12* * inch rainfall event for Basin
"A" and a,2.37** inch rainfall event for•Basin "B". Summary" Calculations for the
drainage areas and associated basins are provided on the plan sheet submitted with the
Permit -Renewal Application package. Complete calculations are also provided on
separate sheet. .
The 250 feet of marsh, through which'overflow water sheet flows, is adjacent to
Colington Creek. This creek is non -SA waters. Therefore the design storm event is F'
rainfall. The basins, as constructed, have capacities more than double the design storm
runoff'volume, as demonstrated in the.attached calculations.

COLINGTON SPEEDWAY - STORMWATER PERMIT #SW7960401
STORMWATER BMP CALCULATIONS
Ia sc t _ g*0
ASIN A ��26
D GE AREA = 23,326 S.F. Z31
IMPERVIOUS AREA - BUILDINGS, OFFICE 1,111 S.F.
SHOP 816 S.F.
PAVED AREAS, 17,634 S.F.
TOTAL IMPERVIOUS AREA = 19,561 S.F. (83.9%)
USING SCHULER EQUATION, Rv = 0.05 + 0.009(83.9) = 0.81 INCHES PER INCH
FOR 1" RAINFALL EVENT, DESIGN VOLUME =
23,326 S.F.(1"/12)(0.81) = 1,575 C.F.. -�-O 'eA-rlc°'
BASIN CAPACITY: 2.8 CONTOUR AREA = 1,599.3 S.F.,ONTOUR AREA =
2,848.6 S.F.
VOL. = 1599.3(1.5') + (2848.6-1599.3)(0.75') = 3,336 C.F.
EQUIVALENT RAINFALL EVENT = 1" X (3336/1575) = 2.12"
j
ii)IE
AREA = 74,586 S.F. �� I�
IMPERVIOUS AREA - BUILDINGS, OFFICE 417 S.F. SHOP/SHED 1,335 S.F. 6
PAVILION 1,611 S.F. 741
TOTAL BUILDINGS 3,363 S.F.
g,3
Z� d1't
PAVED AREAS, 41,807 S.F.
TOTAL IMPERVIOUS AREA = 45,170 S.F. (60.6%)
USING SCHULER EQUATION, Rv = 0.05 + 0.009(60.6) = 0.60 INCHES PER INCH
FOR 1" RAINFALL EVENT, DESIGN VOLUME =
74,586 S.F.(1'/12)(0..60) = 3,729 C.F. oveftr5 te.r
BASIN CAPACITY: 3.1 CONTOUR AREA = 7.271.9 S.F.rIlONTOUR AREA =
10,403.2 S.F.
VOL. = 7,271.9(1.0') + (10,403.2 - 7,271.9)(0.5') = 8,838 C.F.,
EQUIVALENT RAINFALL EVENT = 1" X (8,838/3,729) = 2.37"
%`%p1tlU4#q
CA
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OQ`QOFEssio��/.L�
SEAL
1 91 = -
0 r6
PERFORMANCE ENGINEERING,
8604 CARATOKE HIGHWAY 4"
POWELLS POINT, NC 279613
6 I %
j 1 ` : 66

LETTER OF TRANSMITTAL
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NC 27966
PHONE [phone] FAX [phone]
CERTIFIED - RETURN RECEIPT REQUESTED
TO: MR. BILL MOORE DATE: 12/15/06
OF: NCDENR-DWQ-WRO
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DEC 18 2006
0V�'Q-vvA1R00
PROJECT NO. 196,(-COEINGTON-SPEEDWAY
STORMWATER PERMIT#SW7960401, PERMIT RENEWAL APPLICATION
WE TRANSMIT THE FOLLOWING:
- 2 COPIES, REVISED PLAN SHEET 1 OF 1, AS -BUILT DRAWING, REV. 1
- ONE, PROJECT NARRATIVE, REVISED 12/15/06
- ONE, CALCULATIONS SHEET FOR BASIN VOLUMES
COMMENTS: Bill, These documents are provided in response to your correspondence of
November 3, 2006 to Mr. Jimmie Summerell. Please advise if there is any additional information
required. I appreciate your consideration of the submitted information. Best regards, Bob Stewart
CC: MR. JIMMIE SUMMERELL
FILE 196

'RoBERT J. SIEWART, JR,.P.E
Civil Engineer - NC. & VA Registmdon
PERFORMANCE
M NMI?PQL
May, 30 2006
Ms. Della Robbins REcEum)
NCDENR-DWQ-WRO
943 Washington Square Mall w J(JN, 2006
Washington, NC 27889
re: Stormwater permit #7960401, renewal application DWQ-WARO
Dear Ms. Robbins;
This letter is written in response to correspondence dated May 14, 2006 from Mr. Al
Hodge of D.WQ to Dana Summerell (the letter uses Mr., it should be Mrs.): Jimmie and
Dana Summerell are the owners of Colington Speedway and the permit holders for the -
"above referenced permit. Mr:'Hodge, in a telephone `conversation on 5/1'1/06; indicated
that you are theperson I:that I should correspondence with: Shortly after receiving Mr.
Hodge's letter Mr.. Summerell contacted me to assist him in preparing the Engineer's
Certification and permit renewal application. I met with Mr. Summerell at the -project site '
to verify that the project was built in accordance with the'plans.that I. had prepared and
which, were ultimately approved. I surmised that the site improvements were slightly,'
inconsistent with the plans. Also, a portion of the areas designated for infiltration was
discovered during construction to contain a small pond. This area wasembedded in dense'
woods prior to Mr. Summerell :beginning construction and he was unaware of its
existence until he attempted to construct the designed basins. I explained to Mr.
. Summerell that an "as -built" survey will'be required in order for to evaluate.the
deviations in the extent of covered area and to devise a BMP which can incorporate the . .
existing "pond" referenced above into our overall project plan for stormwater
management. Mr. Summerell has retained a'professional land surveyor to perform,the .
work. I met with the surveyor on May 8, 2006 to give him directions regarding the scope
of topographic. information I will need. He has completed his field work but as of this '.
date d do not have a plat containing the information'needed to proceed'with my,
evaluation and re -design. I am writing to' assure you that affirmative action is being taken
'in response to the notification from D.W.Q. and a formal renewal applicationmth
JgMrting technical documentation isforthcomin .
Thank you very much or your cooperation, patience. and. assistance in helping me to'
'bring this project into full compliance. I remain available'at your convenience for'
discussion
Very best regards, . .
PE ORMANCE ENGINEERING -
Robert J. Stewart, Jr., P.E.
cc: Mr.Iimmie Summerell,
C:\My.Documents\Microsoft Word files\196\1tr-della robbins 053006.doc

.-,..�_;
March 14, 2006
Mr. Dana Summerell
1064 Colington Rd
Kill Devil Hills, NC 27948-8019
Subject: Stormwater Permit No. SW 7960401
Colington Speedway
Dare
Dear Dana Summerell,
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
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7960401
to Jimmie Summerell for Colington Speedway on 5/29/1996. This permit expires on 5/30/2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the stormwaterrules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
Sincerely,
AI Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Ronald T. Strachan
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterguality.org
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
Nne
orthCarolina
Natmal�I�
An Equal Opportunity/Affirmahve Action Employer- 50% Recycledl10% Post Consumer Paper

I'
.•.�:,127/2006 00:20 2524915112 PERFORMANCE DIG PAGE 02
ROSERT J STEWART, JR, PE
Civil Enylneel - NC & VA Rey/sfmflan
PER�E fyG
8604 CARATOKE HWY . POWELLS POINT. NC 27966 • (252) 40Y 435&PHONE • (252) 451f f121FAX
December 1, 2006
Mr. Bill Moore
NCDENR-DWQ-WaRO
943 Washington Square Mall
Washington, NC 27889
re: Stormwater Permit SW7960401, Colington Speedway, Dare County
Engineer's Project Number 196
VIA FACSIMILE
Dear Mr. Moore,
I am writing this letter to request an extension of time for responding to your
comments contained in your correspondence of November 3, 2006 to Mi. Jimmie
Summerell, the owner of the above referenced project. When I first received a copy of the
letter I felt comfortable that there was ample time to compile and submit the requested
additional information. As it turns out, the December 4, 2006 deadline set forth in your
letter is upon tut and I have been unable to address this issue due to my work load. I
respectfully request an extension of two weeks, making the proposed new deadline
December 18, 2006.. 1 have placed a call to your office, leaving a voice mail request for
you to call to discuss certain questions I have regarding your tabulated items that are to
be addressed. In addition, I wish to reiterate a previously stated request that a meeting be
held on site so that you can see the existing facility and BMP that serves it and hopefully
be more comfortable that the situation is riot one that is compromising water quality.
]-hank you for your consideration of these requests. 1 apologize for the lateness of this
request for a time extension and I remain available for discussion at your convenience.
Best regards,
PERFORMANCE ENGINEERING
W0 "
Robert J. Stewart , Jr., P.E.
cc: Mr. Jimmie and Ms. Darla Summereil, via facsimile, 252 480 1957
C:\My Documents\Microsoft Word files\196\faxletter to bill moore 120106.doc

r
1 1)427/2006 00:20 2524915112 PERFORMANCE DIG PAGE 01
FACSIMILE COVER SHEET
PERFORMANCE ENGINEERING
8604 GARATOKE HIGHWAY
POWELLS POINT, NC 27966
PHONE [phone] FAX [phone]
TO: Mr. Bill Moore DATE: 12/01/06
OF: NCDENR-DWQ-WaRO 2 PAGES, INCL. COVER
FAX #: [phone]
FROM: BOB STEWART
PROJECT NO: 196, SW796040I, Colington Speedway
SUBJECT: Request for extension of time
COMMENTS: Bill, please acknowledge the receipt of this letter. I appreciate your
coopemtioo and consideration. Best regards, Bob Stewart
cc: Jimmie Summerell via fax # [phone]
PLEASE ADVISE IF YOU DO NOT RECEIVE THE ENTIRE TRANSMITTAL.
IN LEGIBLE CONDITION

Michael F. Easley, Govemor
OG
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
1
Y Alan W. Klimek, P.E. Director
Division of Water Quality
November 3, 2006
Mr. Jimmie Summerell
112 Colington Lane
Kill Devil Hills, NC 27948
Subject: Stonnwater Permit SW7960401
Colington Speedway
Dare County
Dear Mr. Summerell:
This office received your request to renew the existing stormwater permit for Colington Speedway
located near Kill Devil Hills, NC. I reviewed your request, along with our stormwater files, and plan to
conduct a site visit in the near future. In order to complete the renewal request, and before the permit can
be renewed, the following items must be addressed:
1) Provide details of spillways.
2) Provide calculations for all impervious areas.
3) Storage volume calculations provided with renewal request do not match original permit.
When structural bypass is not provided; excess storage is usually required; this issue must
be resolved.
The above requested information must be received in this office prior to December 4, 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.
If you have questions, please feel free to contact me at [phone].
Sincerely.—
W�illiam
J. Moore
Environmental Engineer
Washington Regional Office
cc: Performance Engineering
Dare County Planning/Inspections
Avashington Regional Office
N"off Caro
vaturnr
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

JIMMIE SUMMERELL
112 COLLETON LANE
KILL DEVIL HILLS,NC
27948
252-441-6383
252-480-1957
August 9, 2006
State of North Carolina
Department of Environment & Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington,NC 27889
Attn: Mr. Al Hodge
Re: Project Old Ferry Landing Road,East Lake
Mr. Hodge,
Per our previous conversation I would request to withdraw my
application for a storm water permit at the above referenced
property. It is not my intention to change the current run off
characteristics of this property. The scope of my work involves
clearing brush and re -seeding. The re -seeding has been
started at this point and no construction is planned. Thank -
You for your help with this.
'ncerely
Jimmie Summerell
RCEC(313V DD
AUG 1 12006

LETTER OF TRANSMITTAL
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NC 27966
PHONE [phone] FAX [phone]
TO: MR. BILL MOORE
OF: NCDENR-DWQ-WRO
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DATE:8/5/06 - .CENED
PROJECT NO. 196, COLINGTON SPEEDWAY
PERMIT #SW7960401 RENEWAL APPLICATION
WE TRANSMIT THE FOLLOWING:
-ORIGINAL - COASTAL STORMWATER PERMIT RENEWAL APPLICATION
FORM
- CHECK #3863 IN THE AMOUNT OF $420.00 (SEE COMMENTS BELOW)
- ONE, NARRATIVE DESCRIPTION AND UPDATE OF PROJECT STATUS
- ONE, DESIGNER'S CERTIFICATION
- TWO, PRINTS OF PLAN SHEET 1 OF 1, AS -BUILT DRAWING
COMMENTS: BILL, I NOTICED THAT THE CHECK WAS ERRONEOUSLY MADE OUT
TO THE ATTENTION OF THE LAND QUALITY SECTION. HOWEVER, SINCE THE
PAYEE IS NCDEHNR 1 ASSUMED IT WILL BE OK. IF NOT, LET ME KNOW AND THE
OWNER WILL CUT ANOTHER CHECK IMMEDIATELY. SORRY FOR THE MIX UP. I
ASSUME THE DIVISION WILL WANT TO LOOK THIS SITE OVER. PERHAPS YOU
COULD DO THAT ON YOUR TRIP DOWN THE WEEK OF THE le THROUGH 18"'.
PLEASE CALL IF YOU NEED CLARIFICATION REGARDING ANY OF THE CONTENTS
OF THIS RENEWAL APPLICATION PACKAGE. THANKS AND BEST REGARDS, BOB
STEWART
CC: MR. JIMMIE SUMMERELL
FILE 196

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. ROBERT J. SIEWART, JR., PE
Civil Engineer -NC.B VA Registration
PERFORMANCE
1.ENGINEER 16
8604 CARATOKE HWY. • POWELLS POINT, NC 27966 • (252) 491-M541PHONE • (252) 491-511ZFAX
COLINGTON SPEEDWAY - PERMIT #SVV7960401 RENEWAL APPLICATION
♦ V
DARE COUNTY
NARRATIVE DESCRIPTION AND UPDATE OF PROJECT STATUS
This narrative is prepared'to provide an update regarding the as built. condition of the
existing facility and the siormwater management BMP's. In March of 2006 the Div. of
Water Quality notified the permittee; Mr. Jimmie. Summerell of the requirement to renew
the stormwater permit referenced above and to provide the Designer's Certificatiomfor
the as -built condition of the project and the associated infiltration.basins. The Engineer
was asked to inspect, the project'to confirm conformance with the approved plans: The
initial inspection resulted in the observation that there were certain minor inconsistencies
between the site plan as designed and as built. Therefore, Mr. Robert Cummins, P.L.S.
was retained to perform a physical survey to reflect the existing features and topographic
information. Based on the as built survey by Mr. Cummins, calculations.for coverage and
--��zequired storage volume in the two infiltration basins were revised. Mr. Summerell
regraded the existing basins to restore uniform bottom elevations and proper side slopes.
The deviations between the approved plan were generally very slight and the stormwater'
BMP was functioning effectively. The most significant inconsistency is the presence of a
small area of standing water in the, northern section ofBasin "B'. Mr. Summerell reports'
that he was unaware of this low area, which canbe described as a sha, low.pond, prior to
clearing the area to construct the designed basins. The: "pond", approximately.l'-3deep,
Was in a heavily.wooded area, near the property line, and'was not detected prior to Mr.
Summerell's developing of the site. It is proposed to leave this wet area in its current
state due to the adverse environmental impacts" of filling it or digging it deeper. The basin
"functions very effectively and recent observations'have shown the normally dry areas to
draw down in approximately'three. days'after torrential rains well in excess of 1".
Prior to Mr. Summerell's ownership, the tract was used as a concrete production plant.
The previous owners left sizable masses of concrete buried and/or partially buried in
numerous locations. These concrete deposits have created significant constraints to the
owner in attempting to grade the basirissto the exact.lines and slopes originallyspecified.
However, the original basins were in fact constructed in substantial conformance with the
original plans and at no time was there any direct discharge of run-off stormwater into the
adjacent'on-site wetlands or on to the adjacent properties. The BMP's, as currently '
constructed, provide storage capacity equivalent to a 3.3 inch rainfall event for Basin "A" .
and a 13" rainfall event for Basin "B": Summay Calculations for the drainage areas and
associated.basins are provided on the plan sheet submitted with the'Permit Renewal
Application package: `
A.\ CAROB''•.,
:Z;aQa
SP a{� _ SEAL "
-
D (' s,, - 19191 =fie
Q $3L

RoaERT J. STEWART, Jt, RE
Civil Engineer - NC:B VA Registration -
PERF'ORMANEE
" � ENGINEERING `
8604 CARATOKE HWY. • POWELLS POINT, NC 27966 • [phone]/PHONE • (252) 491.51121FAX
DESIGNER'S CERTIFICATION
PROJECT NAME: COLINGTON SPEDWAY DARE COUNTY
STORMWATER PERMIT.NO. SW7960401
I, Robert J. Stewart, Jr., P.E., as a duly Registered Professional Engineer in the State of
North Carolina, having been authorized to periodically.observe the -construction of the "
Colington Speedway infiltration basins for the owner, Mr. Jimmie Summerell and
having received topographic and as -built data from a North Carolina Professional Land
Surveyor, hereby state that to the best of my abilities, duecare and diligence was used in
the. inspection and observation of the projcct construction such that the construction was-,
observed to be built in substantial conformance with the approved plans and
specifications, and that the infiltration systems essentially meet the intent of the
stormwater management regulations. This certification is'submitted with the "AS -BUILT
DRAWING" and•Narrative Description and Update of Project Status incorporated by
reference. The referenced documents are "components of the Coastal Stormwater Permit
Renewal Application Form submitted bythe`owner/permittee.
CAFjOr'ri�
"Fesstp�i`��fi�'�®
" sEAd- r1:9
�� 49191, .fie

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State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
May 30, 1996
Mr. Jimmie Summerell
112 Colington Lane
Kill Devil Hills, NC
Dear Mr. Summerell:
27948
Subject: Permit No. SW7960401
Colington Speedway
High Density Stormwater Project
Dare County
The Washington Regional Office received the completed
Stormwater Application for the subject project on May 30, 1996.
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. SW7960401 dated May 30, 1996.to Mr. Jimmie Summerell.
This permit shall be effective from the date of issuance until
May 30, 2006, 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, o
permit are unacceptable, you h
adjudicatory hearing upon written
following receipt of this permit.
of a written petition, conforming
Carolina General Statutes, and
Administrative Hearings, P.O. Draw
Unless such demands are made th
binding.
r limitations contained in this
ave the right to request an
request within thirty (30) days
This request must be in the form
to Chapter 150B of the North
filed with the Office of
er 27447, Raleigh, NC 27611-7447.
is permit shall be final and
1424 Carolina Avenue, Washington, NC 27889
An Equal Opportunity Affirmative Action Enptoyer
Telephone [phone] FAX [phone]
50% recycled / 10% post consumer paper

r
.y
Mr. Jimmie Summerell
May 30, 1996
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (919) 946-
6481, extension 264.
Sincerely,
X :- —
Rog-K. Thorpe
Water Quality Supervisor
Washington Regional Office
cc: Performance Engineering
Dare County Inspections
,Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7960401
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
DIVISION OF ENVIRONMENTAL MANAGEMENT
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
Mr. Jimmie Summerell
Dare County
FOR THE
construction, operation and maintenance of stormwater management
systems 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
Environmental Management and considered a part of this permit for
infiltration basins to serve Colington 'Speedway located near
Colington, NC.
This permit shall be effective from the date of issuance until May
30, 2006, 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 on pages 4 and 5 of this
permit, the Project Data Sheet(s).
3. Approved plans and specifications for this .project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving
Stormwater Runoff:
Classification of
ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Colington Speedway
SW7960401
Dare County
Mr. Jimmie Summerell
112 Colington Lane
Kill Devil Hills, NC
27948
April 2, 1996
May 30, 1996 completed
Colington Creek
Water Body: SC
Basin Depth: basin # 1; 2.0 feet
basin # 3; 1.5 feet
Basin Bottom
Elevation: basin # 1; 2.8
basin # 3; 4.4
Total Impervious
Surfaces Allowed: 54,945 square feet
Offsite Area
Entering Pond: N/A
Required Storage
Volume: basin # 1; 2136 cf
basin # 3; 6355 cf
4

O
Provided Storage
Volume: basin # 1; 5600 cf
basin # 3; 13,982 cf
Controlling Orifice: overflow elevations
basin # 1; 4.8
basin # 3; 5.9
4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area..
In addition, the Director may determine the other revisions to
the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
5

q
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DEM. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designed 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. Mail the Certification to the
Washington Regional Office, 1424 Carolina Avenue, Washington,
North Carolina, 27889, attention Water Quality Section.
7.' A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change to the Permittee, a formal permit request must be
submitted to the Division of Environmental Management
accompanied by an application fee, 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.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Environmental Management, in accordance
with North Carolina General Statute 143-215.6(a) to 143-
215.6(c).
6

c
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) which have 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 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.
Permit issued this the 30 th day of May, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l<
Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW7960401
7

Colington Speedway
Dare County
Stormwater Permit No. SW7960401
Designer's Certification
I,
, as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
Project)
(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.
Signature
Registration Number
Da
8

I
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION,
GENERAL
1. Project Name:
d
2. Project Location: (County, S
A7-1gN7-1c 1�tiN
Road, Address)
.IW
.LJ;12E•
RECEIVED
WASHINGTON OFrJCE
APR 2 1996.
D. E. M,
✓/// [�(/Gi/ANY /4.'� /a-G/•1 (/
u-7325
3. Owner's Name:/F/f/%2 Q/O!✓ii%' v�✓/y/i� Phone:
i / / ,
4. Mailing Address: 112 GAL /!/ /TN Gf1/v�� CJ— ki ?/I
City /(ice ?l//L- �1/�(/!![y5 tiJ�-' State Zip
S. Application Date: /j�5/� Fee Submitted: �e_,C:z— r-c v�{-��`%6
7. Nearest Receiving Stream: 1%aNP5 �!L �E� Class: t- 335
8. Project Description: 4�0 ��/liT �.ocp L1 �Y 38S
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM). 50 / 4604-01
2. Permit Type: t New Renewal
6EK
Modification (existing permit no.)
3. Project Type: Low Density Detention
Infiltration G(W Cr& L Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
Sediment/Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
Drainage . Drainage
Basin Basin
Classification
Allowable Impervious
Total Project Area
Proposed Impervious
% Impervious Area
(a&• L -
181 2.3.'0L
54�145
1--n
Breakdown of Impervious Areas
Buildings 2601 ¢
M4 0
27Co6
Roads (TULK5)
56585
305-.5
Parking 3315
10 `] 3S
I4 333
other I$3a
543Z
7Z6Z
Totals 77ZL
4l ZI of
5404-5
fYt'5 \C1
-FTZC f8ffi-D
IUU�L
011% AL 1.09 AL [MAC

IV. STORNWATER TREATMENT (Describe how runoff will be treated):
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
certify that the
(Please print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project -complies with the requirements of 15A NCAC 2H.1000.
I authorize the, below named pe•pson or firm to submit stormwater plans on my
AUTHORIZED AGENT
Person or Firm Name:,, /l-/ T,
Mailing Address:
City
Phone:
21-r1 le
State zip
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

ATTACHMENT A
LOW DENSITY PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
1. A completed coastal stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date,
property/project boundaries clearly marked, contours, drainage basins, mean
high water line, wetlands, easements, a minimum 30' buffer between surface
waters and proposed impervious areas, and road cross -sections.
3. Calculations of the built -upon area. For subdivisions, please show the
methodology for arriving at the per lot built -upon area. For non -
subdivision projects, break down the calculation into buildings, roads,
parking and other (include all impervious areas).
4. Low Density projects with curb and gutter will require:
- drainage basins and Swale locations delineated on plans -
- detail of swales (minimum 100 l.f. and 5:1 side slopes)
- velocity calculations
- inlet -outlet elevations
- type of grass cover
DEED RESTRICTION REQUIREMENTS
NOTES:
The following items must be included for all low density projects:
No more than square feet of any lot, including that portion of
the right-of-way between the edge of pavement and the front lot line, shall
be covered by impervious structures, including asphalt, gravel, concrete,
brick, stone, slate or similar material, not including wood decking or the
water surface of swimming pools. This covenant is intended to ensure
compliance with the stormwater permit issued by the State of North Carolina.
The covenant may not be changed or deleted without the consent of the State.
1. If lot sizes vary significantly, owner should provide attachment with lot
number, size and allowable impervious area for each lot.
2. No one may fill in or pipe any roadside swales or lot line swales, except
as necessary to provide a driveway crossing.
3. For curb and gutter projects, no one may pipe, fill in or alter any lot line
swale used to meet North Carolina Stormwater Permit requirements.

REGIONAL OFFICES
North Carolina Department of Environment, Health,. and Natural Resources
Winston-Salem
Raleigh
Washington
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RALEIGH
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WASHINGMN
159 Woodfin Place
919 N. Main St
585 Waughtown St
3800 Barrett Dr.
225 Greene St
127 Cardinal Dr.
1424 Carolina Ave.
Asheville, NC 28801
Mooresville, NC
Winston-Salem, NC
Raleigh, NC 27609
Fayetteville, NC
Wilmington, NC
Washington, NC
703-251-6208
701-6 1699
27107
919-5714700
28301
28405
27889
FAX [phone]
FAX: 704-663-"
910-7714600
FAX: 9MS714718
910486-1541
910-395-3900
919-9464481
FAX [phone]
FAX [phone] FAX: [phone]W4
FAX: [phone]

".y _
ROBERT J. STEWART, JR.; P.E.
Civil Engineer - NC & VA Registration
PERFORMANCE. nstruction Design B nt & lrc pest
Construction Management 8 /nspecfions
Site Planning &'Development '
EIVGI/VEERING StructoralAna/ysis
P.O. BOX 2004 • KILL DEVIL HILLS, NC 27948 - (919).441 3011PHOIVE% (919) 441-100 . AX
RECEIVED
" ''WASHINGTON, OFFICE '
May 2511996
MAY 2 'b 1996 .
Mr: Bill, ;Mooie
NCDEHNR O.. D. LOW
Division -of Eny.ironmental Management
.1424.Carolina Ave.
.washington,. NC, 278,89
Re': 'Jimmie S,umme'reTl'propBsed.go=cart trackpr6jec,t,
Col'ington-,, Dare County; NC,,': Stormwater'Managemept' Plan;
Engineer's Project No:'96196'
Dear Bi1h,
Enclosed; you.wi3-1 find'`the`plan sheet 'which depicts the
,proposed sto'rmwater management,meIasures,for Mr. Summerell's`
go-kart• tr(ick,.proje,ct. Let, me. preface 'by. aporo'gzng for -,the
somewhat_rough•nature of.the'.:d'rafting. .This was -the result'•':,
o'f,a Situat'lon On Friday which,necessitated that ,the .,plan be
completed.very'quick,iy in "'order to',•hav,e;prints avadlable;t'o
put'in the marl so -that .they.-reached.you as early•as
pos,si•ble. I have enclosed: a hard, copy :of; the 'Management .Plan
arid; Operation and.Maintenance,.Agreement:'.which'•'was affixed. to
the Plan ,.Sheet ,by,,"sticky ;back :.`,Hopefully, this will assist
you by.,allowing,;you`to..read the't'ext in'aIclear. - and larger
format: As•th'e'narr'ative-'siates, the�area is''divid'ed into:3
contributary_ areas, "A B"and "'C : The square. footage of
each area is. tabu•late'd,,:as 1 is.- the -4616metriC'capaC'ity of the,
basin (:s).'.which're'ceives water'from each respective'area. The
cold arrows•gn�the, drawing. indicate the direction in which''. .
stormwater'will ',ir,auel by::vli tue:of the"proposed•site
gradi'ng:,'' It, is anticipated"that the"proposed.'bas'ins -will
function=using'.both,wet and,dry infiltrati,on;-depending.upon.
the part-icular ;`time' Ofth,e.. year. I. As the''.calcul�ations,
re'flec,t,; there •is }capacity.signifigantly'j abode the 1;".
required.by the State` Regulations:''''If'you have any questions:
or. concerns,' pl"ease' call me" and.,I .will, discuss' them ;with' you:
and take any:,remediaL''action which y,ou fe,el'wiil'te helpful '
'in' facilitating the."review :and "approval 'of .thi's plan, 'I
appreciate your'cooperafion;and'assi'stance in.helping,to get'
'Mr..Summerell's project:on track. He is also„appre.ciative of.
any measures: which you' can take ,to expedi•te''thi•s matter I.
remain ,aVailab'le at your'' convenience fOr.' d'iscu-s Si On'.,Or other
necessary.--actlOn..
Very' best' regards,
PERFORMANCE: ENGINEERING
Robert,J:. Stewart, .Jr.;, P E.'
cc: Mr.. Jimmie D..Summerell .•
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OuB--- Ousley fine sand, 0 to 5 percent slopes, rarely flooded.
This moderately well drained soil is on low dunes near the sound side of the Outer
Banks. It is farther away from the ocean and out of the main salt spray zone.
Areas are irregular in shape and range from 5 to 135 acres in size.
Typically, the surface layer is grayish brown fine sand about 3 inches thick. The
underlying material to a depth of 80 inches is fine sand. It is yellowish brown and
light olive brown in the upper part, dark grayish brown in the next part, and dark
gray in the lower part.
Permeability is rapid. The soil is very strongly acid or strongly acid. The seasonal
high water table is 1.5 to 3.0 feet below the surface. This soil is subject to rare
flooding during hurricanes or exceptionally strong wind tides.
Included with this soil in mapping are small areas of Conaby, Corolla, and Osier
soils. Conaby and Osier soils are in the wetter troughs and depressional areas.
The nearly level Corolla soils are on the slightly higher, nearly level parts of the
landscape. The included soils make up about 10 percent of the map unit.
The Ousley soil is used mainly as woodland, Loblolly pine, live oak, water oak,
and sweetgun are the dominant speies. The most common understory plants are
waxmyrtle, grapevine, persimmon, yaupon holly, Virginia creeper, and blueberry.
Wetness is the main limitation affecting woodland.
This soil generally is not used as cropland, mainly because of its location on the
Outer Banks and the wetness.
the main limitations affecting urban and recreation uses are wetness, flooding,
seepage, and the sandy texture. the wetness can be reduced by installation of
perforated drain tile, drainage ditches, or a combination of the two systems.
The capability subclass is Illw. Based on loblolly pine as the indicator species, the
woodland ordination symbol is 8W.

RONALD T. STRACHAN P.E.
304 WEST SANDPIPER TERRACE
OLD NAGS HEAD COVE
NAGS HEAD, NORTH CAROLINA 27959
[phone]
April 26, 1996
Mr. Bill Moore
Division of Environmental Management
Water Qualty Section
1424 Carolina Avenue
Washington, North Carolina 27889
Re: Appllication No. SW7960401
Colington Speedway
Dare County
Dear Mr. Moore:
RECEIVED
WASHINGTON OFFICE
APR -3 0 1996
D.LM.
Reference letter dated April 16, 1996 regarding the above application from Roger
K. Thorpe. Enclosed please find the additional data required.
Mr. Summerell has sent the additional funds in a separate mailing.
Please contact me for any further information or requirements.
Ronald T. Strachan P.E.
its/dls

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RECEI
WASHINGTON OFFICE
MAY 0 9 1996
06 E IL
Moore
L
/ NAL/STRACHAN P.E.
304 WEST SANDPIPER TERRACE
OLD NAGS HEAD COVE
4GS HEAD, NO TH CAROLINA 27959
( 9 441-8 0
/ay,8,96
J �
Division of Environmental Man er
Water Quality section /
1424 Carolina Avenue
Washington, North Carolina 27889
Re: Colington speedway
Dare County
Dear Mr Moore:
Enclosed please find revised stormwater run off plan, revised calculation and
narrative. The track T2 infield area will be increased to 30 ft. wide due to state
regulations regarding go-cart tracks. The plans do not reflect this change as yet.
This will allow the infiltration Swale in the infield to increased.
7on
T. Strachan P.E.
rts/dls

rpf.
i ,l,, '! 4

Routine Maintenance
The maintenance required for infiltration basins is slightly greater than that
needed for dry detention ponds. Some of the normal maintenance tasks for
infiltration basins are detailed below.
INSPECTION
The performance of the infiltration basin should be checked after every major
storm in the first few months after construction. Particular attention should be paid
to how long runoff remains in the structure. Standing water in the basin within 48
to 72 hours after a storm, is a good indication that the infiltration capacity of the
basin may have been overestimated. The inspector should look for factors which
may be responsible for clogging the basin, such as upland sediment erosion, low
spots, excessive compaction, or marginal soils; and then get the contractor to
make any needed repairs. As a practical matter, local governments should not
release any bonds posted for a basin until the inspector determines that it is
performing as designed.
Thereafter, the basin should be inspected annually. Some of the more important
items to check for include: differential settlement, cracking, erosion, leakage or
tree growth on the embankment; the condition of the riprap in the inlet, outlet and
pilot channels; sediment accumulation in the basin; and the vigor and density of
the grass truf on the floor of the basin.
K0l k k
The buffer, side -slopes and basin floor must be mowed at least twice a year to
prevent woody growth. More frequent mowing may be needed if the basin is to be
used as a passive recreation area. Mowing operations may be difficult since the
basin floor may often be soggy. If low maintenance grass such as Tall Fescue is
used, basin mowing can be performed in the normally dry months of June and
September (Md WRA, 1983a).
DEBRIS AND LITTER REMOVAL
Trash will tend to collect in full -infiltration basins since they do not have outlets.
Infiltration/detention designs also will collect trash that might clog the riser or low
flow orifice. Therefore, it is a good practice to remove all debris and litter during
each mowing operation.
EROSION CONTROL

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This is a very important maintenance task since eroded sediments can adversely
affect the infiltration capacity of a basin. Eroding or barren areas should be
immediately revegetated.
TILLING
If a basin is located on marginally permeable soils, annual or semi-annual tilling
operations may be needed to maintain infiltration capacity. A rotary tiller or disc
harrow can be used, preferably in the late summer months when soil permeability
is likely to be the lowest (freezing and thawing of the soil in the winter and spring
months often helps to break up the soil and keep infiltration capaacity high).
Tilled areas should be immediately revegetated to prevent erosion.

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Non -Routine Maintenance
STRUCTURAL REPAIRS / REPLACEMENT
If the basin is of the infiltration/detention basin design, the pipes and barrels will
eventurally need to be replaced. Corrugated metal pipe has an estimated
longevity of approximately 25 years in the field; whereas, concrete pipe and other
structures may last up to 50 years. However, if the basin is designed for full
exfiltration (i.e., no oulet apart from an earthen emergency spillway) then the
frequency and cost of structural repairs is sharply reduced.
RESTORATION OF INFILTRATION CAPACITY
Over time, the original infiltration capacity of the basin floor will gradually be lost.
If the problem has been caused by surface clogging (e. g., sediment accumulation
or local compaction), deep tilling can be used to break up the clogged surface
layer, followed by regrading and leveling. (Md WRA 1986b) suggests that deep
tilling may be needed every 5 to 10 years. In some instances, sand or organic
matter can be tilled into the basin soils to restore infiltration capacity as well. If a
basin still experiences chronic problems with standing water after these measures
have been taken, it is likely that the orginal infiltration capacity was overestimated.
It may then be necessary to install perforated underdrains beneath the basin to
remove the excess water.
SEDIMENT REMOVEL
Infiltration basins are normally located in smaller residential watersheds that do
not generate large sediment loads, or are equipped with some kind of sediment
trap. However, even though sediment loads to the basin are likely to be low, they
will still have a negative impact on basin performance, since the sediment
deposits will reduce the storage capacity reserved for exfiltration and may also
clog the surface soils.
Sediment removal methods in infiltration basins are different from those utilized for
extended detention and wet ponds. Removal should not begin until the basin has
had a chance to thoroughly dry out, preferably to the point where the top layer
begins to crack. The top layer should then be removed by light equipment, taking
care not to unduly compact the basin floor. The remaining soil can then be deeply
tilled with a rotary tiller of disc harrow to restore infiltration rates. Areas disturbed
during sediment removal should be revegetated immediately to prevent erosion.
TOTAL MAINTENANCE COSTS
Infiltration basins have only recently come into widespread use in the Washington
region, and consequently, there is very little data on which to base maintenance

IL

cost projections. However, since the routine and non -routine maintenance tasks
for infiltration basins appear to be similar to those associated with conventional dry
detention ponds, it may be resonable to assume that annual maintenance costs
(routine and non -routine) will comprise 3-5% of a basin's initial construction cost
(Wiegand et al.,1986). This should be considered an interim estimate until more
infiltration basin maintenance experience has been gained.
I, Jimmie Summerell a ree to maintain this project per above specifications
Signature aDate S/ g/ g

.n
-

RON STRACHAN PE
304 WEST SANDPIPER TER
OLD NAGS HEAD COVE
NAGS HEAD, N.C. 27959
919-441-8500
PROPOSED STORM WATER RUN OFF, SOIL AND EROSION PLAN AND CALCULATIONS
Refer to area on storm water plan called "A".
Proposed parking area parking spaces as marked 6 through 40=10,938 sq.
ft.10,938 x 1/12=911.5 cubic ft. Required capacity 911.5
Cross sectional area of cl le -�--- �� A=2/3 Td (parobolic shape)
-�k—T=10' d=1' A=6.7 sq. ft.
Length of swale 1=200 ft.
Volume of swale=6.7 sq.ft.x200 ft.=1340 cubic ft. 1340 cubic ft.>912 cubic fr.
The existing parking area is also going to drain across the proposed new parking.
The area of the existing parking lot is 56x50'+40'x30'=3950 sq.. ft.
Volume of run off=3950xl/l2=329 cubic ft. 329 cubic ft.+912 ciboc ft1=1241
cubic ft. 1291 cubic ft. < 1340cubic ft. ok
the bottom of swale 1 is at elevation 3.6 Ft. Seasonal water table is at 1 ft. +/-
.There will be 2'-6" +/- difference in elevation.
Refer to area on storm water plan markedd B. The existing building storm water
run off drains to the rear (northeast direction). The infiltration rate is 6" to 20" per
hour The extra volune of water is 43'x35'x1/12=125 cubic ft. or (1250 cubic ft.
x1 jXft.) ' 3000 sq. ft.=.5 inches of run off.. This should not pose aproblem
based on the given permeability rates and elevation of 5.0' to 4.9.
Refer to area on storm water plan marked C
Area
T-1, (small oval track)
Area of concrete track =3085 sq. ft.
T-1 infield area =379 sq. ft.
Cross section proposed: �. ^
T=10' (parobolic shape)
d=1'6'
A=2/3xTd=2/3xl 0x1.5=1 0 sq. ft.
Volume=10sq,ftx30=300. Pr'9
V (ends)=1/31 1,2(3r-h) cubic ft. (approsimate)=2.3326xl3.5=31 cubic ft.
Total =331 cubic ft.
Track run off=3085 sq. ft.xl/12=257 cubic ft. 331>257 ok
Elevation bottom of infield =3.5'
Elevation water table =1 to 1.5'
Refer to area on sbft water plan marked D

Area of proposed buildings storage and walkways 5696 sq. ft.
Area of T-3 (multi -curved raceway)=16,633 sq. ft.
Area of T-3 infield=3987 sq. ft.
Vol=5696 sq. ft.x1/12=474 cubic ft.
16,633 sq. ft.x1/12=1386 cubic ft.
Total=1860 cubic ft.
Infield area 3987sq. ft.x1/12=332 cubic ft. Allow the infield area to absorb 3
inches + the area of the infield.
332 cubic ft. per inch x3'=996cubic ft.
Total=1860-996 cubic ft.=864 cubic ft. passes to the retention swale.
Retention Swale;
The T-3 track elevation is adjusted fo form a channel . High side elevation 4.6'. A
10' grassy swale transfers the runoff to the retention swale.
capacity of retention swale
- ZS
Cross sectional area=bdtZd2"
Area=(15x1) +5x1=20 sq. ft.
T=b+2d Z=15+(2xlx5) =25 F7 ,
Volume=20 sq ft. x180'=3600 cubic ft.
3600 cubic ft.> 864 cubic ft. ok
Refer to area on storm water plan called E.
Track T2 oval area-10,712 sq. ft.
Track T2 infield area=3987 sq. ft. T
T=15' t
d=1.5 Parobolic�
(A) area=2/3 TD
.67x15x1.5=155Qft.
V=77'xl5 sq ft: 1155 ft3
Ends =1/3 ii %l Pr-h) h=1.5 r =7.5
Vol ends=2.3341=49 ft. Total volume =1204 cubic ft.
1 "of rulbff=10,712 sq. ft.xl./12=892 cubic ft.
Infield swale =1204 cubic ft. 1204 >892 ok
the elevations of all the infiltration area bottoms are at least Ift. above high water
table.
2� 2

April 26, 1996
Mr. Jimmie Summerall
112 Colington Lane (
Kill Devil Hllls, Nort,Caro' a 7 48
Re: Calculations for Storm ate un off evis d
Colington Speed ay
Dare County
By: RON STRACHAN PE
304 WEST SANDPIPER TERRA E
NAGS HEAD, NORTH CAROLI A 27959
P.E. CERTIFICATION 13525
919-441-8500 FAX [phone]
Type soil OuB Ousley, fine sand 0 to 5 percent slopes, rarely flooded.
Permeability 6.0" to 20" per hour.
High water table 18" to 36" below surface. Actual site conditions are higher than
the marsh, as shown by the Topo. The high water table is normally closer to 36"
The area will be stabalized by adding 2 to 3 inches of top soil in the open areas
and seeding the entire site. Each drainage basin will be seeded and mulched
with straw cover.

State of North Carolina
Department of Environment,
Health-:a.M, .Natural Resources
Washington Regional Office
James S. Hunt, Jr., Governor
Jonathan S. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
April 16, 1996
Mr. Jimmie Summerell
112 Colington Lane
Kill Devil Hills, NC 27948
Subject: Application No. SW7960401
Colington Speedway
Dare County
Dear Mr. Summerell:
The Washington Regional Office acknowledges receipt of your
permit application and supporting information on April 2, 1996.
This application has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- an application fee of $ 385 is required for high density
projects (as per our phone conversation, I will hold your
$ 50 check and deposit it along with your additional $ 335
check when it arrives)
- a narrative description of stormwater control measures for
each drainage basin
- stormwater runoff and design calculations
- detailed description of soil and seasonal high water table
conditions at the site, include infiltration rates
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact Bill Moore at (919) 946-
6481, extension, 264.
Sincerely,
Rogerr K. horpe
Water Quality Supervisor
Washington Regional Office
cc: \,Washington Regional Office
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FA% [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper -

WASHINGTONEOFFICE
MAY 2 8 1996
D. E 'WL tt
t
STORMWATER MANAGEMENT PLAN
I. MANAGEMENT CONCEPT: IT IS THE DESIGNER'S INTENT TO PROVIDE
THE MAXIMUM VOLUME OF 'RETENTION CAPACITY WITHIN THE AREAS
AVAILABLE. THE RETAINED STORMWATER WILL BE ALLOWED TO
INFILTRATE ON -SITE IN.ALL BUT THE MOST INTENSE RAINFALL
EVENTS. AT THESE TIMES, A SIGNIFICANT "FIRST FLUSH" WILL
BE RETAINED AS THE CALCULATIONS BELOW WILL DETAIL, AND THE
ENSUING RUN-OFF WILL BE DIRECTED BY SHEET FLOW ACROSS A
BROAD (+/- 270') EXPANSE OF MARSH BEF.ORE'DEPOSITION INTO
COLINGTON CREEK. THE PROPOSED SITE GRADING WILL RESULT IN
THREE DISCERNABLE CONTRIBUTARY'AREAS. THESE ARE LABELED
AREA "A", "B" AND "C" WITH THE RECEIVING BASINS LABELED
BASIN "1", "2" AND "3"'RESPECTIVELY.
THE PREVAILING IN -SITU SOIL.TYPE,
ACCORDING TO THE U.S.D.A.•, S.C.S. SOIL SURVEY OF DARE COUNTY,
IS OSIER FINE SAND WITH THE ADJACENT MARSH BEING
PREDOMINANTLY CONABY MUCK. THE OSIER SERIES IS CHARACTERIZED
BY PERMEABILITY RANGING FROM 6-20 INCHES PER HOUR IN THE 0-3'
DEPTHS AND >20 IN./HR. AT GREATER DEPTHS. THIS HIGH
PERMEABILITY WILL FACILITATE INFILTRATION AND HELP MINIMIZE
THE EXTENT .TO WHICH THE OVERFLOW PROVISIONS WILL•BE
NECESSARY. THE BASINS WILL BE STABILIZED BY PROVIDING'
VEGETATIVE COVER AND BY LIMITING SIDESLOPES TO 3:1 (H:V).
II. TECHNICAL SUMMARY AND DATA
A. CONTRIBUTARY AREA "A": THIS'AREA.CONSISTS OF THE EXISTING
cb
AND PROPOSED PARKING LOTS , THE SOUTH 1/2 OF THE OFFICE Z,
STORAGE BUILDINGS AND THE AREA TED FOR BASIN
#1. THE TOTAL CONTRIBUTARY AREA IS 25,628 S THE
RU
TOPEIVING ELEVATIONISET#AT 4I8L BE ANDCTTHETRU WIDE BOTTOM ELEVATION ITH SET E SET ATS`2� K•�5�3`
2.8'. (SEE SECTION 1-1) THE UNIT VOLUME OF THIS BASIN IS
CALCULATED TO BE 28 CF/LF. THE LENGTH OF TS TO �ry,�;l� Z
BE A MINIMUM OF 200' FOR A TOTAL VOLUME OFr5,�600CF THE-0EQUIVALENT RAINFALL VOLUME IS CALCULATED B25,628
SF X 12"/'= 2.76". ANY ACCUMULATION IN EXCESS OF THIS WILLS
OVERFLOW INTO THE MARSH FOR TRANSPORTATION BY SHEET FLOW J
TOWARDS COLINGTON CREEK.
B. CONTRIBUTARY AREA "B": THIS AREA CONSISTS OF THE NORTH 1/2
OF THE OFFICE BUILDING, THE,OPEN AREA IMMEDIATELY BEHIND
THE OFFICE BUILDING, OVAL.TRACK T-1, AND THE AREA
DESIGNATED —FOR —BASIN C:) THE TOTAL FOR THIS CONTRI_BUTARY
AREA IS 6,995 SF`) THE RECEIVING BASIN (#2) IS TO BE OQ
CONSTRUCTED DE WITH THE EXCEPTION OF A NECKED DOWN
SEGMENT ADJACENT TO TRACK T-1. THIS SEGMENT IS EXCLUDED
TOTALLY FROM THE VOLUMETRIC CALCULATIONS PRESENTED, AS IS
THE INFIELD AREA OF THE TRACK. SEE SECTION 2-2 FOR
GEOMETRIC DIMENSIONS OF THIS BASIN. THE UNIT,VOLUME OF 1b440 S3
THIS BASIN IS CALCULATED TO BE 11.25 CF/LF..THE NET /• �'
LENGTH, EXCLUDING THE NARROWER SEGMENT ADJACENT TO THE r� C
TRACK AND THE NORTHERN MOST AREA AT THE TIE' -IN 0 I #3
IS 445 LF FOR A RESULTING AVAILABLE VOLUME OF 5,006 CF.

I
I

THE EQUIVALENT RAINFALL EVENT IS CALCULATED BY 5,006 CF/
16,995 SF X 12"/'= 3.53". TO MAXIMIZE THE CAPACITY OF THE
SYSTEM, BASINS #2 AND #3 WILL BE CONNECTED.
C
gq „s
' 97 C GROSS BASIN #3 VOLUME THEN, IS 2,057 + 6,919=
�93
GIVEN TOIT O THE ABILITY ULD BE DOFHTHE AT TPERVIOUS HERE IS NAREAS STHROUGHOUT IDERATION BTHE
G
SITE TO INFILTRATE A.PORTION OF THE INCIDENTAL RAINFALL WHICH �$
CONTRIBUTARY AREA �: THIS AREA CONSISTS OF TRACKS T-2
AND T-3 AND ALL THE.UPLAND AREA NOT FALLING WITHIN
CONTRIBUTARY AREAS "A" OR "B"..USING THE SURVEYOR'S DATA
TABULATED ON THE DRAWING, THI IS CALCULATED AS,
101,899 SF- (16,995+25,628)= 59276 SF THE RECIEVZNG BASIN
(#3) IS TO BE CONSTRUCTED 25' TH GEOMETRY AS
DETAILED ON SECTION 3-3. THE UNIT VOLUME FOR THIS BASIN IS
CALCULATED TO BE 30.75 CF/LF. THE DESIGN MINIMUM LENGTH IS
225' FOR A VOLUME OF 6,919 CF. THE INFIELD AREA FOR TRACK
T-2 IS ALSO INCLUDED AS PART OF BASIN #3. THIS AREA WILL
BE'CONSTRUCTED TO A DEPTH OF 1' AS ILLUSTRATED ON SECTION
4-4—THE CALCULATED VOLUME OF THIS RETENTION AREA IS 2,057 0g3�
S� 2?6 X cf.
3
4
N S � ¢ .
E
b� � yr
8, 6 F THE EQUIVALENT RAINFALL EVENT IS CALCULATED BY
8,976 CF/59,276 SF X 12"/'= 1.82".
NOTE COMBINING CONTRIBUTARY AREAS "B" AND "C" AND BASINS
#2 AND #3 YIELD 76,271 SF AND 13,982 CF RESPECTIVELY. TH
EQUIVALENT RAINFALL EVENT=13,982 CF/ 76,271 SF X 12"/'-
2.2".
FALLS THEREON. THIS.ADDS AN ADDITIONAL MEASURE OF
CONSERVATIVE DESIGN TO THE PLAN.
OPERATION AND MAINTENANCE AGREEMENT
A. INSPECTIONS: THE BASINS MUST BE INSPECTED AFTER EVERY
RAINFALL EVENT GENERATING IN EXCESS OF 1" OF RAINFALL IN A
12 HR. PERIOD AND AT A MINIMUM OF ONCE EVERY 90 DAYS.
CONDITIONS TO BE NOTED AND CORRECTED INCLUDE EVIDENCE OF
CLOGGING (I.E. STANDING WATER AFTER NORMAL INFILTRATION
TIMES HAVE ELAPSED), ACCUMULATION.OF TRASH, RUBBLE OR
DEBRIS, EROSION OR SLOUGHING OFF OF-SIDESLOPES AND/OR
OUTLETS OF EQUILIZATION CONDUITS, SEDIMENT ACCUMULATION
AND DIFFERENTIAL SETTLEMENT CAUSING SIGNIFICANT DEVIATIONS
IN BASIN DEPTH. ANY SUCH CONDITION NOTED MUST BE CORRECTED
WITHIN TWO _WEEKS OF THE INSPECTION DATE.
B. ROUTINE MAINTENANCE: ONCE EVERY 60 DAYS THE BASINS MUST BE
RAKED TO BREAK UP ANY LAYERS OF SEDIMENTATION OR TRASH
WHICH MAY HAVE BEEN DEPOSITED THEREIN. THE BASINS MUST BE
TILLED ON A SEMI-ANNUAL BASIS TO INSURE CONTINUING
INFILTRATION CAPACITY. A ROTARY TILLER OR DISC HARROW CAN
BE USED FOR THIS PURPOSE. THE BASINS' BOTTOM ELEVATION
MUST BE CONFIRMED ON AN ANNUAL BASIS. IN THE EVENT
SEDIMENTATION TOTALING IN EXCESS OF 0.1' HAS DEVELOPED,
THE BASIN BOTTOM(S) MUST BE SCARIFIED.USING A LIGHT WEIGHT
TRACTOR OR OTHER EQUIPMENT WHICH WILL NOT CAUSE

SIGNIFICANT COMPACTION OF THE SOILS. VEGETATIVE GROWTH
WITHIN THE BASIN SHOULD BE KEPT TO THE MINIMUM REQUIRED
FOR STABILIZATION AND TREES, SHRUBS OR OTHER PLANTS LIKELY
TO DEPOSIT LEAVES OR OTHER ORGANIC LAYERS MUST BE KEPT OUT
OF THE. BASINS. IF THE GROUND COVER IS THICK AND HIGH
ENOUGH TO CAUSE SIGNIFICANT CUTTINGS, THIS MATERIAL MUST
BE RAKED AND REMOVED AFTER MOWINGS.
C. RESTORATION OF INFILTRATION CAPACITY: IF SEDIMENTATION OR
COMPACTION CAUSES THE BASINS TO BECOME INEFFECTIVE IN
OPERATING AS INTENDED, DEEP TILLING TO A DEPTH OF 12" MUST
BE PERFORMED, FOLLOWED BY RE -GRADING AND LEVELING TO
DESIGN SLOPES AND GRADES.
OWNERS CERTIFICATION: I, THE UNDERSIGNED, BEING THE OWNER OF
THE SUBJECT FACILITY, DO HEREBY CERTIFY THAT I HAVE READ AND
UNDERSTAND THE INFILTRATION BASIN MAINTENANCE PROCEDURES
OUTLINED ABOVE AND THAT I WILL PERFORM THE -SCHEDULED
INSPECTIONS AND TAKE THE CORRECTIVE MEASURES TO INSURE THAT
THE INFILTRATION BASINS ARE MAINTAINED SO THAT THEY CONTINUE
TO FUNCTION IN THE INTENDED MANNER.
-------------------------------------
(OWNER"S SIGNATURE)
-----------------
(DATE)

: ROBERT J.- STEWART JR.,, P E-
Civil Engineer Atc 6 VA,Registration .
PERFORN/ANCE Infrastructure a Design n n' a In ect
Construction Management &Inspections
Site Planning a Development -
EIVGI/VEERING Structural Analysis
P.O. BOX 2004 • KILL DEVIL HILLS, NC 27g48 • (919) 441-83011P ONE % (919) 441 r 1007/FAX p
`- % t• RECEIVED
- "•. .i' -, WASHINGTON'OFFICE
May, 29, 1996
MAY 3-01996..
Mr.:.Bi11 Moore
NCDEHNR'-. Division of<Environmental: Management
1424 Carolina Ave.
Washington,- NC,: ',: 2..7889. '
Rd;'Jimmie Summerell proposed; go;,cart rfacility,'Co.lington Road,
Dare County,y. NC, .Stormwater: Management..Pi'an.
Engineer s.,Project:No.'.96196 ;
Dear. Bi
r .'•As we discussed today, by"telephone,;L am writing to.'prov,ide
additi`ona-1 narrative and proposed.cha6ges'•to the 'finishe'd grades for
.Basins #2-and,#3•for the above refe-renced-plan.. Please•add,this-letter
as.an'addendum to the'previo,usly 'submitte$ planc'..After conducting an
on'"site investigation,of the:groundwater.elevalt' this mornin'g,,.I
arrived at the -conclusion that ,the bottom -'elevations of Basins #2 and,
#,3 need 'to,be'raised'from',the'currentiy'proposed 3:0', to an"elevation
of 4.4'.. The'. groundwater ''el'egat orrs'. shot "today .in Basin #2' and 4.3
range.from 3' :to- 3'.3•'.'' The 'groundwater'in' Basin'#l..was:at•'elevation
Please note 'th•at�the" previous 3 'days, have been,,subjec't to very_,
heavy rainfalls and -the ground -is essent, ally'saturatIed; Therefore","I.
,am comfo'r`table,"in say n,g-that,,the groundwater." elevation today
reasonably represents:the,seasonal'high,'water table;., 'If there are,,,
times of the' year .when the `water;, table `would, ,be',h•igh'er,: it would:
cert'a nl"y,'be in the .middle.of. winter -when the facility will -be closed".
and.no -traffic-Or.'other 'sourc'es. of 'pollution will 'be on the site -
'With the,'revised'elev:ations 'as 's'tated.lierein,'•.we'will maintain" a
separ,ation''fro'm-the water, tabl•e'.of:a'.minimum`of 1 1". during.'ttie"•worst
seasonal conditions... Therefore,g,iv4n,the high permeability -rate of,the
in-s;i,tu',soils .(G" to,20," per, hour.) s.the' 5 •day draw'.down,can'-be expected
to occur:
I •will, be, putting 'the. 'redised ,plan and 'this letter in overnight
mailt today 'for'antic'ipa:ted.receipt by you. on: Thursday; :May 30,•T996:.
When you .have�'h"ad.an.oppo'rtunity'to review this submittal and are
co.mfortable'in'writing;,Mr., Summerela's,permit;,please fax a copy. to him
-
.,..at '919-480-,1957" and,to 11me at..919-441=100.7'.' We' appre,c:iate •your
cooperation 'and assistance in,
'expediting the review of this "plan and I".
remain available'.for .discussion,at ,•your.,convenience-if,-.you have- "
gue Sti Ons Or conCernS' - -
.Very. best regards,
PERFORMANCE ENGINEERING
Robert,J'. Stewart 7.r.; P.'E,
cc:. Mr'. Jimmie D., S`ummerel'l
RJS/]s