SW7110312_HISTORICAL FILE_20110331

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOGTYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE1�����
YYYYMMDD

lbemarle
& ASSOCIATES, LTD.
March 30, 2011
EXPRESS
NCDENR - Division of Water Quality MAR 31 2011
943 Washington Square Mall
Washington, NC, 27889 WC ®ENR
ATTN: Ms. Lyn Hardison
RE: Stormwater Permit Submittal — Express Review Program
Pitco 1, LLC - Parking Lot, Kill Devil Hills, North Carolina
Dear Ms. Hardison:
Included within this package is the stormwater management permit application submittal
for the Pitco 1, LLC — Parking Lot in Dare County. The project is a high density (20
coastal counties) site plan and is to be reviewed within the express permit program.
Included with this submittal is the following:
• SWU-101- Stormwater Management Permit Application Form (original + 1 copy)
• Express Review Fee ($4,000)
• Stormwater Management Narrative
• 8 Yz" x11" USGS map w/ site identification
• Deed
• Secretary of State annual report documenting signing official status for On -
Trading and Pitco 1, LLC
• Soils Narrative w/ boring log and NRCS soils map
• Infiltration Basin
o Supplement
o runoff calculation
o basin calculations
o O&M agreement
Land Planning - Engineering - Surveying - Environmental - Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemarieAssociates.com Fax: [phone]

Lyn Hardison
NCDENR
March 301", 2011
Page 2 of 2
Drawings
o C101 — Demolition & Erosion Control Plan (signed 3/1/11)
o C201 - Site Plan (signed 3/1/11)
o C301 — Grading and Drainage Plan (signed 3/24/11)
Thank -you for assisting us with this endeavor. If you have any questions pertaining to
this submittal, please do not hesitate to contact me.
Sincerely,
Michae J. Morway, E
Engineer
cc: File 04029E (350)
George Pitsilides, Pitco 1, LLC

Volumetric Runoff Calculations
Simple Method
Project Name : Additional Parking for Captain George's
Project Area Description - DRAINAGE AREA #1
Basin Information
/
V
✓
existing
2,206
0
0
206.
3,145
0
0
5,557
existing (to
remain)
0
0
0
0
0
0
0
0
proposed
(additional)
0
0
27,301
680
0
0
0
27,981
Receiving Stream Name
i
Receiving Stream Class 8 Index Number
91�tifQVO�
Drainage Area
45,000 SF
Existing Impervious Area
0 SF
Proposed Impervious Area
27,981 SF
% Impervious Area (total)
62.2%
Impervious Surface Area
On -site Buildings or Lot BUA
0 SF
On -site Streets
0 SF
On -site Parking
27,301 ✓ SF
On -site Sidewalks
680 _V SF
Other on -site
0 SF
Future
0 SF
Off -site
0 / SF
Total:
27,981 ✓ SF
Runoff Calculations (Simple Method)
MCDENR 1.5"
KDH
Design Runoff (in)
1.5
0
4.3
Total Area (so
45,000
45,000
45,000
Coverage
62.2%
12.3%
62.2%
R(v)
0.610 ✓ /
0.161
0.610
Rainfall Volume
3,429 (/
0
9,830
0.00 (cfs)
6.83 (cfs)
NCDENR 1.5"
3,429
KDH 4.3":
9,830
,��,U D'*-

STORMWATER MANAGEMENT CALCULATIONS - INFILTRATION BASIN DESIGN
Project
Drainage Area
Infiltration Basin
Infiltration Basin Information
Additional Parking for Captain George's By: mjm
1 Date : 03/03/11
elevation
area
(msl)
(sf)
Storage Elevation:
7.1
8,325
Bottom of basin:
6.1
5,607
ESHWT Elev.:
4.1
(msl)
Permeability:
10.0
(in/hr)
Available Storage Volume:
6,966
(cf)
Required NCDENR Volume:
3,429
(cf)
NCDENR Drawdown Calculations
Average Hydraulic Gradient:
1.3
(ft/ft)
Drawdown Rate:
2.016
(cfs)
NCDENR Drawdown Time:
0.04
Days
10 yr, 2 hr management capabilities
10 yr, 2 hr rainfall:
4.3
(inches)
Runoff Volume:
9,830
(cf)
Basin Volume:
6,966
(cf)
2-hr Infiltration Volume:
14,513
A
Additional Storage:
102
(cf)
Total Volume Managed:
21,581
(cf)
X I�5" 2oF,OFF
�s©3
Prepared by Albemarle and Associates, Ltd.

Peak Runoff Calculations
Project Name: Additional Parking for
vious A
)us Are
Drainage Area = 1.03 (ac) i
Postdevelopment Runoff Rate (excluding storage device"s) °�' +�lLl
n n x . �
Area C C ,A„
(ac)
rea
Impervious Area
On -site Buildings or Lot BUA
On -site Streets
On -site Parking
On -site Sidewalks/Concrete
Other on -site
Pervious Area
Remaining
0.05
0.00
0.00
0.00
0.07
0.91
Total: 1.03
Design Event :
year
1
Weighted Runoff Coefficient:
0.30
Average Intensity:
0.142
levelooed Peak Discharge :
0.043
Postdeveloped Peak Discharge: 0.112
1.00
0.95
0.95
0.95
0.95
0.20
hour
24
(in/hr)
C'A
0.05
0.00
0.00
0.00
0.07
depth
3.4
(cfs - see calculations from BMP)

Ibemarle
& ASSOCIATES, LTD.
Engineering - Surveying -Land Planning
JOB _ f I'v c a 1 L.LC ' 44b,, - c, Lgr
SHEET NO.
CALCULATED BY DATE % M I%,
CHECKED BY

Channel Report
HydraFlow Express by Intelisolve
Pitco 1, LLC - Vegetated Filter
Trapezoidal
Botom Width (ft)
= 3.00
Side Slope (z:1)
= 3.00
Total Depth (ft)
= 0.60
Invert Elev (ft)
= 6.40
Slope (%)
= 5.00
N-Value
= 0.030
Calculations
Compute by:
Known Q
Known Q (cfs)
= 1.28
Elev l
8.00
7.50
7.00
6.50
Me]
1 2 3
4 5
Reach (ft)
Friday, Mar 4 2011, 2:59 PM
Highlighted
Depth (ft)
= 0.14
Q (cfs)
= 1.280
Area (sqft)
= 0.48
Velocity (ft/s)
= 2.67
Wetted Perim (ft)
= 3.89
Crit Depth, Yc (ft)
= 0.17
Top Width (ft)
= 3.84
EGL (ft)
= 0.25
6 7 8
Depth (ft)
1.60
1.10
0.10
-0.40
-0.90
9

NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are request
Coordinator along with a completed DETAILED narrative site plan (PDF file
of the project location. Please include this form in the application package.
For DENR Use ONLY
ReviewerE.ti1.
Submit:
Time:
Confirm:
for express review. FAX or Email the completed form to Express
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(D)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(alncdenr.goV
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(e ncdenrgov
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardison�ncdenrgov
• Wilmington Region -Janet Russell910-350-2004 or ianet.russell�ncdenrgov
NOTE. Project application received after 12 noon will be stamped in the following work day.
SW
SW
SW
SW
SW
Project Name: PITC01 LLC PARKING LOT County: DARE
Applicant: GEORGE PITSILIDES Company: PITCO 1. LLC
Address: 1956 LASKIN ROAD City: VIRGINIA BEACH, State: NC Zip: 23454-_ l
Phone: _ - Fax: _ -. Email: _@ _ D.
Physical Location:FROM NCSR 1217 TURN ONTO MEMORIAL DRIVE AND THE PROPERTY IS LOCATED 8 BLOCK SOUTH
Project Drains into KITTY HAWK BAY waters — Water classification SC (for classification see-httl)://h2o.enr.state.nc.us/bims/repo�s/repo�sWB.�tml)
state nc us/bims/reports/reportsWB.html)
Project Located in PASOUOTANK River Basin. Is project draining to class ORW waters? N , within Y, mile and draining to class SA waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: MIKE MORWAY Company: ALBEMARLE &ASSOCIATES EXPRESS
Address: PO BOX 2989 City: KILL DEVIL HILLS, State: NC Zip: 27948
Phone: [phone], Fax: [phone], Email: L_ MAR 31 2011
SECTION ONE: REQUESTING A SCOPING 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
ElIntermittentlPerennial 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 #)I
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 1 #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 It)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping 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
DENR use
Buffer Impacts: ❑ No ❑ YES: ac re(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount
.......... ........... _..__..
.. -
SUBMITTAL DATES
Fee
----
I SUBMITTALDATES
Fee
CAMA
$
Variance I[]Maj; El Min)
$
SW (E]'HD, ❑ LD, ❑ Gen)
$
$
Los
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

PITCO 1 LLC 12/08 1090
1956 Laskin Rd - . ' se.zrveu
. Virginia Beach, VA 23454 - I I
_ .Date (5— 25� 11 '
01
Pay to tlmorder of
.
IUD
i i. BHPNCH BM'KMC MD MB CA PF •.
I�KBM BBTmm nn
FORL "P
000001090118 l:05i404260i:000015i87630711'

stied seeks 1493 pees; 17 I1 id: M7112
U,65,2 a Miami minister s: 79M
pea eed: oW ae buries Tax Pd- SIM
ItMapla a aAw, Mist" of Was Della M. Me
REAL ESTATE
DARE _ TRANSFER TAX =
COUNTYb.
North Carolina General Warra 6tv l
This instrument prepared by: Vandevenbr Black LLP
Brief description for the Index
This Dan made this Sth day of MaY y a g�w
Enter is ion Grantor
block for each party: Nano, addnclu county, abb and Blm, p ab an6ty, s. as and
designation Onrrtor and Grantee as used herein atoll include all parties, NaR helve, s paaors and gas and
a North Carolina Corporation
lirantee:ON TRADING CORPORATION a 47.4% undivided inte st n�@ d
D & N PROPERTIES, LLC a 52.6%undivided interest \�//
PO Box 389
Kill Devil Hills, NC 27948
Grantor and Ganlce:
Partnership), The
Transfer of Ownership: Grantor, for a valuable oansider la id to/ Grantee, the receipt of which is hereby arhnavledged, conveys to Grantee
in fee simple, the Property described below.
Township of Atlantic
This property was acquired by Grantor by an Instrument rec rd n c
A map showing the property Is recorded in
The legal description of the Property is: O
See attached "Exhibit A".
Continued on
After
County.
Parcel Identifier No. 008148002, 0081 I8000 &
Verified By 003783000 Conk,
an Ito day of 20_
By
Fortin 55-601 02002 by James Williams & Co., Inc. www.JamesWiOiams.com Page t of 2 Initial

iM11130i113i1NIAM,a,t,�
EXHIBIT A
PnkCEL 1
BEGINNING at a'iron pipe, Bald iron pipe beln9 In and on the
Southwestern corner of that .lot or patcal of lend conveyed to
ths_Outef-Danko Trading rest as recorded in Book 99, Pe t
170, said beginning point being in and on Cbe Eastern edgy gypI
the 60 toot right of way of U. S. 159 Business, said
begirwting point further being N 38• S3'. IS' W 229.50 tart
from a Concrete monument located in and on 'the Nor thw tern
Corner of that lot or Parcelnoor formerly owned b1i AUCBA_
Coggins Vann, iros said beginning point it61. 42. E 92.66�
feet to a point, thence N 19. 03' W 129.66 feet to ntr
thence N 709 Sa• L 34/..44 feet to a point locate c can
.high vater'mark or the Atlantic ocean thence fo01��Ihi-
fit'no e
general oeanderings of the mean high water mark the
Atlantic Ocean in a gtneraldy Southerly dlr act no posold point being S le' 53' 35' E 213.a7.teet Eroproceeding call; thence S 50• /1' 25' W 464—f��jat o
concrete monument, said concrete fight of it n�
the Eastern edge of the 60 toot right of ',/u[\/o\t 158­)
Busine•a,.thwnce along the Hastvrn edge o he 60 t righ
Of way of U. S. 258 Business N 1s• 53' 3S 219.50 tot to
the point and place of beginning. ,
HEGINN3MG at an icon pipe, sai ran pipe ben in and on it,,
edge of the 60 Eoot clq t f way of S. lSs
Business, said beginning point in !n an the
Southeastern cornet of that lot o [ o lan0 conveyed to
Boy Wescott by Deed recorded in Hoot qe 226, said
beginning point further ing 6 10• 53' 35' E 146.30 toot
from an ealating .iron r from said beginning point along
'tbe Western edge o1 the t right of way of U. S. 156
Business 6 1H' 53' 35' E 2 3 met to a points thencd S 71•
00' W 119.94 feet to a point; e e W 1B• 51. 29' W 3.66
toot to a point: thenet ,N-3!• 51 2 L 196.61 feet to a
plane; thenceiN 61• Ol,///3 C 1. feet CO tbt point and
Place of btq nnyi�ng.
P RC III
Being Lots No. n Block 30, Section 1,
Shorn on Ittvis p ety Hawk Shores Subdivision,
datad Apr 11 an 19 J. L. Foy, Registered Surveyor,
duly recorded Map b o 1, Page 126, Ottice of the Reglstwe
Of -Deeds of Da County orth Carolina.
Toga th �rt h a e n and to all roads and eommtnity'
beach a_sh n n aea10 plat and annexes thereto which
shell a with other property owners in said
•u i '■
Pa c Is I r96 I a)) [ring Chownon that nip b, p)nt
on i C n IV'Motcl, flwnors, L. B. Neal, 11 and F. A.
Nee A antis o�yy ship,' Da,e County, Kill Devil Mills, Not Lh
Coro ted JinOary 1, 1903. by 0. J'. Neal. RLS,
refecene to hieh is hereby made for a more particular and
rj paise 93 i 'ions of the 2on6s being herein conveyed.
PARCEL 1V
Lot H, .B} 30, Section 1, as Shown on [,wised map or plot of
Kitty • — ea 9ub0 SSG ion, dated April and MAY, 1948- by J. L. WY, ,LIN 9urrgo[, du)y '-recorded in Map Book 1, Page 126,
P 1C.. e9ietrY of an *.county, Carolina.
ogethv tit toa•mmc4 10 and .to all roads and Community beaches
own the storesald plat end annexe. thereto which shall be in
n uith.other property owners in said subdivision.
PARCEL V
All fixtures, furnishings a9,ipm"t, and other actioles of Personal property of every kind or Character now owned or
"Coal CC acquired by aea•een nand uNe In conmeoCon with the
nd
operation at maiebnence of the i'aprovements aemployed in the
opera-.tlan Of. thasr.ntvebusineae located on the above de¢r1Dad coal property.

1-5974856438
BUSINESS CORPORATION
o ANNUAL REPORT
NAME OF BUSINESS CORPORATION: On Trading Corporation
FISCAL YEAR ENDING:
SECRETARY OF STATE CORPORATE ID NUMBER: 0200318
NATURE OF BUSINESS: Rental Real Estate
REGISTERED AGENI': NUZ7I, NICHOl,4 'R
REGISTERED OFFICE MAILING ADDRESS: P O Box 389
Kill Devil Hills, NC 27948
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 100 carlton ave
Kill Devil Hills, NC 27948 Dare County
SIGNATURE OF TT IE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENTTO THE APPOINTMENT
PRINCIPAL OFFICE TELEPI-IONF, NUMBER: 252-480-3037
PRINCIPAL OFFICE MAILING ADDRESS: p o bos 389
Kill Devil Hills, NC 27948
PRINCIPAL OFFICE STREET ADDRESS: 100 carlton ave
Kill Devil Hills, NC 27948-0389
PRINCIPAL OFFICERS:
Name: Nicholas R Nnzzi Jr
Title: Vice President
Address:
P O BOX 389
Kill Devil Hills, NC 27948
Cy�I:iMi7i(fhyM(�P►(i7�1uu71:�1� 7x1iT.��uliFyfr37�K�7�tvli��[��a\IIII:I�FYIu�FXYKifiZ�7;7:ry(i�y
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION DATE
TYPE OR PRINT NAME 'TYPE OR PRINT TITLE
ANNUAL REPORT PEE: $25 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

SOSID: 1014197
Date Filed: 2/22/2011 12:19:00 PM
Elaine F. Marshall
.„
` LIMITED LIABILITY COMPANY ANNUAL REF North CaA2na 4W0336ofState
NAME OF LIMITED LIABILITY COMPANY: PitCo 1, LLC
SECRETARY OF STATE ID NUMBER:1014197
REPORT FOR THE YEAR: 2011
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: RobertB Hobbs , Jr
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2502 S. Croatan Highway
STATE OF FORMATION: VA
Il, omm Use ON,
® Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
P.O. Box 310
Nags Head, NC 27959 Dare
Nags Head, NC 27959
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Commercial real estate investments
2. PRINCIPAL OFFICE PHONE NUMBER: 757428.3494
3. PRINCIPAL OFFICE EMAIL: [e-mail]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
5. PRINCIPAL OFFICE MAILING ADDRESS
1956 Laskin Rd.
1956 Laskin Rd.
Virginia Beach, VA 23454 Virginia Beach City
Virginia Beach, VA 23454
SECTION C: MANAGERS / MEMBERS / ORGANIZERS (Enter additional Managers / Members / Organizers in Section E-)
NAME: George Pilsilides NAME:
NAME:
TITLE: Manager TITLE:
TITLE:
ADDRESS: 1956 Laskin Rd. ADDRESS:
ADDRESS:
Virginia Beach, VA 23454
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirely by a person / business entity.
SIGNATURE DATE
Fonn must be Igned by a Manager I Member Asled under Section C of this form.
Pitsilides
Pnnt or Type Name of Manager I Member
Manager
THIS ENTITY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010-31
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF S200
TITLE
MAIL TO: Secretary of State. Corporations Drosion. Post Office Box 29525. Raleigh. NC 27626-0525

yims�' Platt If as
Conlinved from Page )
TO HAVE AND TO HOLD the sold Property and all privileges and appurtenances (ngms) belonging to Grantee. in simple.
Promises by Grantor: Grantor promises (covenants) with Grantee, that Grantor has fills to the Property i Sim the right t c vey the
title in fee simple, that the title is marketable and free and clear of all liens and encumbrances (i.e. m ea and I ts). a mar will
warrant and defend the tltle against the lawful claims of all PersoM, except for the following exceptio :
Restrictive covenants, reservations, remictions, casements, right ofway agreements and any o r a n applicable thereto of
record in Dare County Registry.
All zoning ordinances and other land regulations applicable thereto.
Ad Valorem taxes,
Signatures: Grantor has duly axaaned the foregoing instrument, as oft 77ar fait n hove.
Entity Individual
Name: Colo�n �n7I__V C. / —f—
By,
ey:
btAL-51AMP y U U INDIVIDUAL
o STATE OF COUNTY OF
1, a Notary Pubic of Co a late therms ld, paddy that
Y
Cantor pelso ly me befo e t day and acknowledged the execution of the foregoing instrument.
m Warless my he it M official s or Saal, this day of 20
m My missi Notary Public
SEAL -STAMP J INDIVIDUAL
c(T COUNTYOF
1. No Public o urdy and State aforesaid, ce,* that
1Dr peral me before me this day and acknowledged the execution of the foregoing Instrument
an my hand official clamp or seal, the 62y,0 2C
y ion Expires: Notary Public
P••••aE Ba87ANPa : Co radon, Limited Liability Company, General Partnership, or Limited Partnership
;v/tp ST F North Carolina COUNTY OF Dare
.:........
•• \ .: o
' O ; �Q 1, a N Public of the County and State aforesaid, certify Mat Ralph A. Neal
•�ozAgi per came before me this day and acknowedged Mat he is President of
* *I y IV, Inc. a North Carolina a
i A corporation l lim ny l gecerelyadoemSp i lintitadpaMwmhip(atrike through the inapplicable)
0s.• U ntl that by authority duly given and as an ad of the Entity, has signed the foregoing instrument in Its name
7y9q •' , ••• rid on its behalf as its ad and dead.
•1a~gaaUP ••• Witness my hand and official stampor mat, this 5th day of May 2003
My Commission Expires: Yiln I j I (gyp'}' y'. �, �NDtary Public
mq,cerbfi t correct. This Instrument and this certificate ere duty registered at the date and time and in the Book and Page shown on Me first
a � m. V W _ REGISTER OF DEEDS FOR Loa a COUNTY
By _ _ �� _ _ DepulylAssisfaii Register of Deeds
Forth 55A01 ® 2002 by James Williams g Co., Ina wem, amesWilliams.,em Page 2 of 2

m rl be a e
& ASSOCIATES, LTD.
STORMWATER NARRATIVE
EXPRESS Pitco 1, LLC rParking Lot
MAR 31 2011 for
PITCO 1, LLC
NC DEHR 1956 LASKIN RD.
VIRGINIA BEACH, VA 23454
Existing Conditions: Pitco 1, LLC is preparing to purchase 1.03 acres from On -
Trading Corp. The property is located on South Memorial Boulevard between
Oregon Avenue and Baum Street and contains 2 homes and an abandoned
drainfield previously utilized by a nearby hotel (Colony IV) owned by On -Trading.
The hotel has recently been connected to a sewer and is served by the Kill Devil
Hills Wastewater Treatment Plant and therefore the drainfield is no longer
necessary. The Natural Resource Conservation Service Soil Survey for Dare County
has mapped the soils on the portions of the site selected for development to Corolla-
Duckston Complex (CrB), which is comprised primarily of sandy and has typical
Infiltration rates exceeding 20 inches per hour. The site is level, with elevations
between 6.0 and 7.0 feet above mean sea level (NAVD 1988). The property is within
a flood zone of "AE-8". The site contains two existing houses and associated gravel
driveways, with the remainder being grassed. A large ditch exists adjacent to the
site within the South Memorial Street right-of-way.
Proposed Development: Pitco 1, LLC intends to purchase the parcels, and clear
the structures and existing improvements from them in order to construct a 71 car
parking lot to supplement the on -site parking for the nearby Captain George's
Restaurant.
NCDENR Permitting Compliance: The site is being developed per the NCDENR
High Density Stormwater Management Option, meeting the requirements for the 20
coastal counties. Two infiltration basins are provided along the front and rear of the
site. The parking lot has been crowned so that stormwater runoff will sheet flow to
the front and rear basins. The basins contain identical top and bottom storage
elevations and have been linked with a pipe along the north side, which allows them
to act as a single basin. Since a large portion of the runoff sheet flows into the basin
rather than being directed via a single point source, bypass of runoff in excess of the
design storm cannot be accommodated. For this reason, runoff equal to at least
twice the design storm is being accommodated within the basin. A control structure
has been placed within the connecting pipe and the rim has been placed at the
storage elevation. Runoff in excess of the design storm will overflow from the rim
and into an adjacent vegetated filter prior to discharge into the South Memorial
Street drainage ditch.
Land Planning - Engineering - Surveying - Environmental - Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] www.AlbematieAssociates.com Fax: [phone]

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MAR 31 2011
Pitco 1, LLC — Parking Lot
Soils Narrative
prepared for the
Pitco 1, LLC
March 3, 2011
Existing Conditions: The 1.03 acre site is currently owned by On -Trading Corp.
and contains 2 homes and an abandoned drainfield previously utilized by a nearby
hotel (Colony IV). The hotel has recently been connected to a sewer and is served
by the Kill Devil Hills Wastewater Treatment Plant and therefore the drainfield is no
longer necessary. The lots are to be purchased by Pitco 1, LLC with the intent to
construct a 71 car parking lot to supplement the on -site parking for the nearby
Captain George's Restaurant. The site is cleared, graded and grassed. Elevations
for the property are generally around 7 feet above sea level. An existing drainage
ditch along Memorial Avenue is immediately adjacent to the property and provides
drainage for the property.
The NRCS soil survey for Dare County identifies the site to contain primarily Corolla
— Duckston complex (CrB). Soil boring was taken in the vicinity of the infiltration
basin a depth of approximately five feet. The boring revealed sand with virtually no
organic or clay material, and compared well with the NRCS description for the soil
type. For boring one, there was little variation in coloration throughout the soil, so the
estimated seasonal high water table was evaluated partially by the observed
moisture in the soil as well as historical observations in the adjacent ditch. This
elevation was 4.1 as noted within the soil boring log. A second boring was taken at
a later date. Within this boring, a grey layer was found that would provide a good
indicator of the water table. This elevation was actually lower than 4.1. Therefore a
ESHWT elevation of 4.1 is considered conservative.
Infiltration Basin
Two infiltration basins have been chosen for this site due to the excellent suitability
of the soils, available space and contributing drainage area. The top and bottom
elevations on these basins are identical and they are hydraulically linked with a pipe,
thereby allowing the basins to function as a single basin with a single contributing
drainage area. The ESHWT has been established to be 4.1' above sea level. The
bottom of the basin has been set two feet above this elevation (6.1) and a foot of
storage is provided in the basin.
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemarleAssociates.com Fax: [phone]

Pitco 1 LLC - Parking lot
Soil Boring Log
Soil Boring
Depth
B-1
B-2
course brown
course brown
0" to 6"
sand
sand
6" to 12"
course tan sand
course brown
sand
12" to 18"
course tan sand
course brown
sand
18" to 24"
course tan sand
course tan sand
24" to 30"
course tan sand
course tan sand
(moist)
30" to 36"
course tan sand
course tan sand
(moist)
36" to 42"
course tan sand
course tan sand
(saturated)
(moist)
42" to 48"
course tan sand
course tan sand
(saturated)
(saturated)
48" to 54"
boring
course grey
terminated
sand (saturated)
54" to 60"
Corolla -
Corolla -
Soil Type
Duckston
Duckston
Complex
Complex
Date of Boring
2/14/11
3/4/11
Ex. Ground
Elevation (ft.
7.2
6.9
above MSL)
Depth to
36
42
ESHWT (in)
ESHWT
4.2
3.4
Elevation
Depth to Water
36
48
table (in)
Estimated Water
table Elevation
4.2
2.9
ft
Prepared by Albemarle and Associates, Ltd.

Soil Map --Dare County, North Carolina
(Captain George's - Additional Parking Lot)
36- 0' 45"
IN
36° 0' 45"
36°042" ... ._...._ ._.._.....___ _. ,�. _ ... _. ._, __..... _ _.. .._ -._ _... .. 36°0'42"
440 40 440 50 440 60 440 70 440 80 440 90 440800 440810 440820
Map Smle: 1:527 if ported on A size (8.5"x 11") sheet
a
N meters
0 5 10 20 30
Feet
0 20 40 80 120

Soil Map —Dare County, North Carolina
Captain George's - Additional Parking Lot
Map Unit Legend
Dare County, North Carolina (NC055)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CrB
Corolla-Duckston complex, 0 to 6
percent slopes, rarely flooded
0.7
99.7%
NuC
Newhan-Urban land complex, 0 to 10
percent slopes
0.0
0.3%
Totals for Area of Interest
0.7
100.0%
Natural Resources Web Soil Survey 2/14/2011
Conservation Service National Cooperative Soil Survey Page 3 of 3