SW7060117_HISTORICAL FILE_20070627

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 440LI7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEf�jr�(p��
YYYYMMDD

DWQ/WRRO Fax:[phone]
A<>k Tra.nsrri i t C_ortf - Fceport �A<
P.1 Jun 27 '07 12:09
Telephone Number
Mode
Start
Time
Pages
Result
Nnte
912524733001
NORMAL
27,12:06
2'06"
7
i, O K
TO
FAX NO
�F� r
NCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL. OFFICE
WASHINGTON, N.C. 27889
Phone:[phone] FAX:[phone]
FROM:
DATE:
NO. OF PAGES (INCLUDING COVER):
COMMENTS:
ow -

DRAINAGE AREAS
for the
OASIS HOTEL
(Revised on June 20, 2007)
Basin Information
Drainage Area 1
Receiving Stream Name
Roanoke Sound
Receiving Stream Class
SA
s
Ac
Drainage Area
58,840
1.35
Existing Impervious Area
15,307
0.35
Pro osed Impervious Area
23,777
0.55
Impervious Area
40.4%
Impervious Surface Area
Drainage Area 1
On -Site Buildings
8,064
0.19
Concrete Pvmt. & Sidewalks
12,380
0.28
Pool & Pool Deck
3,170
0.07
Advantex Units
252
0.01
Geoweb
0
0.00
Off -Site
0
0.00
Total:
23,866
0.55
Site Area 1.35 AC
Existing Coverage 26.0%
Proposed Coverage 40.6%
JUN 2 5 2007
Prepared by Albemarle & Associates, Ltd. 6/25/2007

Drainage Area 1
Drainage Area
STORMWATER CALCULATIONS
for the
OASIS HOTEL
REVISED June 25 2007
M940 1.35 ac
SURFACE AREA INFORMATION
Ira revious Surface
CValue
Arm
C•A
Building
1.00
8,064
8,064
Concrete Pvmt & Sidewalk
0.95
12.380
11,761
Pools, Poolhouse & Deck
0.95
3.170
3,012
Advantex Units
L00
252
252
Total Impervious Am
23,866
23,089
Stormwater Management Areas
CValue
Area
CA
Infiltration Basin
1.00
1,663
1,663
Total Stormwater Management Areal
1,663
1,663
Total Contributing Am
25,529
24,752
Composite C 0.97
Contributing Area 0.59 ac
Infiltration Basin Chamcteristics
Storage
Side Sloe De th ft
Volume
Infiltration Basin
WA 2
3,114
100' ® 18" Diem. Pipe
N/A
177
284' @ 15" Diam. Pipe
WA
349
Total
1640
Swale Storage
Side Slope Depth (D)
Volome (cB
Na
Total
EUMVED
JUN 2 5 2007
DWQ-WARD
Vold Spoce
Pond Center a Void Spam %
De R
VoldVolume
Na
Main
20.00
00
1 0
Stormwater Management I"
1.5"
4.3"
6"
Intensity(in./hr)
0.5
0.75
2.15
3.00
Runoff (cfs)
0.28
0.43
1.22
1.70
2-Hour Runoff Volume (cf)
Z046
3,068
8,796
12,273
Pond/Swale Storage Volume (cf)
3,640
3,640
3,640
3,640
Pond/Swale Infnlimtron Volume (cf)
2,708
2,708
2,708
2,708
Void Volume Under Pond (cf)
0
0
0
0
Total Stormwater Managed (cf)
6,348
6,348
6,349
6.348
Percent Retained
310%
207%
72%
52%
Surface Accumulated Accumulated Accumulated
FE Arca ($j7 pfoe StoraLT (cB Basin Storage (cf) System Storage (cD
3.75 780 0 0 0
6.30 1663 3115 3115
Dmwdown of First 1.5" 3.01 Houra
• - Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
• - bored on two hour infiltration rate.
0.13 Days
Prepared by Albemarle & Associates, Ltd. 6252007

STORMWATER NARRATIVE
for the
OASIS HOTEL
in
NAGS HEAD, NORTH CAROLINA
REVISION 3
June 20, 2007
JUN 25 2007
DWQ-WAR®
It is intended that a hotel be built on the 1.35-acre site located at 7710 and 7722 Virginia Dare Trail.
Asphalt drives and TurfstoneT" type parking currently cover a portion of the site.
The site is level with grass and exposed sand in the areas uncovered. The Soil Survey for Dare County
has mapped the soils to consist of PsB (Psamments). The PsB map unit consists of areas where the
surface layer and most of the subsoil has been removed, areas of fill or dredged material, and areas of
landfill. Most or all of the natural soil has been disturbed or covered. The fill areas generally are elevated
with sandy material to help prepare them for more intensive uses such as building sites. The
characteristics of the soil material within the mapped areas are variable and commonly require onsite
examination for most interpretations. Elevations range from 3.0 MSL at the bulkhead to approximately
5.0 MSL along US64/264. Overall coverage for the site is 40.56%.
There is one (1) drainage area. Retention of the first 1.5" of rainfall has been provided and the site
manages the stormwater runoff from a 4.3" storm event. Curb and drop inlets have been provided to
catch stormwater runoff from the paved areas. The inlets have dropped bottoms to allow for sediment
capture. Pipes that lead to an infiltration basin on the western side of the site interconnect these inlets.
Roof runoff will be conveyed to the inlets by gutters, downspouts, and lateral pipes. A bypass device has
been provided prior to the infiltration basin to bypass stormwater exceeding the 1.5" storm. The device
consists of a weir corresponding to the 1.5" runoff elevation. The bypassed stormwater is dispersed using
a level spreader to a 50' vegetated filter before entering the SA waters as allowed under 15A NCAC 02H
.1005 (2)(bxiii).
A soil boring was performed to estimate the depth to the water table in the vicinity of the proposed
infiltration area. The boring was representative of the PsB soil unit. The groundwater table elevation was
observed at 0.4 MSL on October 31, 2005, one (1) week following a 4 to 5 inch rain event (Hurricane
Wilma) by Jared L. Madewell, PE. All stormwater management devices are located 50-feet from the
adjacent SA waters.
Prepared by Albemarle & Associates, Ltd 6/20/2007

Michael F. Easley, Governor
i
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-H
< Coleen H. Sullins, Director
Division of Water Quality
June 22, 2007
Oasis, LLC/
Attu.- Derreek Hatchell
P.OiBox 2405
.Manteo, NC 27954
Subject: Stormwater Review SW7060117
Oasis Hotel
Dear Mr. Hatchell: Dare County
This office received a Coastal Stormwater Permit Modification Application and plans for the subject
project on June 11, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. Consultant to hand initial the Checklist on Stormwater Management Permit Application Form.
2.. Revise the Infiltration Pond design. Do not use the storage in pipes and infiltration during the storm event
as provided storage. The provided storage is less than the Required storage.
3. Please provide two copies of signed and sealed revised application, supplement, calculations and plans.
The above requested information must be received in this office prior to June 29, 2007 or your application
will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including
the application fee. If you need additional time to submit the required information, please mail or fax your
request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 214.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: John DeLucia, PE, Albematle & Associates, Ltd.
Washington-Re`gional:0fficer
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enrstate.nc.us 943 Washington Square Mall, Washington, NC 27889
Customer Service
1-877-623-6748
One YWo,hCarolina aura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper

I m rl be a e
& ASSOCIATES, LTD.
To: NCDENR
943 Washington Square Mall
Washington, NC 27889
Enclosed herein find the following items:
Letter of Transmittal
Proj. 5509D / 350
Date: 06-20-07
Attention: Samir Dumpor
Subject: Oasis
Description
Description
0
rSW
Application--
���
Q F E
"►1�3�
---
► 1 11
❑ As requested ❑ For approval
❑ For your use ❑ Revise and return
❑ For review
Notes:
CC: 5509D / 350
❑ Disapproved
❑ For permit submittal
❑ For construction
❑ For archives
❑ Please
distribute
❑ Confidential
❑ For release
From: John M. DeLucia, PE
Engineering -- Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

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NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review S w'bb Lt
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Include this form
with the application package because it help us to distinguish which projects are going through the express review
and not the routine review:
• Fayetteville or Raleigh Region -David Lee 919-791-4203; davld.lee(a ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663.3772 or patrick.grog nomcmail.net
• Washington Region -Lyn Hardison 252-946-9215 or Iyn.hardison(a,ncmall.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaver(a)ncmail.net
Project application received after 12 noon will be stamped In the following work day.
APPLICANT Name Derek Hatchell
Company Oasis LLC Address PO Box 2405
,K
JUN 1' 1$267
DWQ-WAR®
Manteo, NC Zip 27954
PROJECT SYSTEM(S) TRIBUTARY TO SURFACE WATER CLASSIFICATION
PROJECT Name Oasis Hotel (Modification) SW7060117 County Dare
PROJECT LOCATION (ADDRESS) 7710 & 7722-South-Virginia Dare Trail--
ENGINEER/CONSULTANT John Delucia
Company Albemarle & Associates Ltd
Address PO Box 3989 City/State Kill Devil Hills, NC Zip 27948
Phone [phone] Fax [phone] Email
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
Minor
® STORMWATER []Low Density ❑ High Density -Detention Pond ® High Density -Other Modification
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No. /
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance : ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # 2003 ) Total Fee Amount $ 1000
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
I
I Variance ❑ Ma'; ❑ Min
SW IN HD; M LD
6I11107
$1000
1 401:
LCS
I Stream Deter,_

marle
)CIATES, LTD.
0
Picked
JUN 2 5 2007
DWQ-WAR©
Enclosed herein find the following items:
Letter of Transmittal
Proj. 5509D / 350
Date: 6-25-07
Attention: Derek Hatchell
Subject: Oasis Hotel
Number
I Date
Sheet I
Description
2
6/25/07
1-3
Infiltration Basin Supplement
2
6/25/07
1-4
Stormwater Management Permit Application Form
2
6/20/07
1
Drainage Areas (spreadsheet)
2
6/20/07
1
Stormwater Narrative
2
6/25/07
1-2 of 2
24" x 36" Bond — Final Site Plan & Modified Stormwater
Management Plan
❑ As requested ❑ For approval ❑ For permit submittal ❑ Please
distribute
❑ For your use ❑ Revise and return ❑ For construction ❑ Confidential
❑ For review
Notes:
CC: 5509D/350
❑ Disapproved ❑ For archives ❑ For release
From: John M. DeLucia, PE
Engineering — Surveying -- Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

I m rl be a e
& ASSOCIATES, LTD.
To: NCDENR - WASHINGTON
943 WASHINGTON SQ. MALL
WASHINGTON, NC 27889
Enclosed herein find the following items:
Letter of Transmittal
Proj. 5609D / 350
Date: 06-07-07
Attention: LYN HARDISON
Subject: OASIS
Number
Date
Sheet
Description
2
6-7-07
STORMWATER PERMIT APPLICATION
1
STORMWATER NARRITIVE & CALCULATIONS
2
6-7-07
2 OF 2
MODIFIEND PARKING PLAN & SW
❑ As requested ❑ For approval
❑ For your use ❑ Revise and return
❑ For review ❑ Disapproved
Notes: TYHANKS FOR ALL OF YOU HELP.
CC: 5509D
❑ For permit submittal
❑ For construction
❑ For archives
❑ Please
distribute
❑ Confidential
❑ For release
From: John M. DeLucia, PE
Engineering -- Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

0

S9 ORMWATER CALCULATIONS
I'or the
OASIS HOTEL
REVISED 2/07
Drainage Area 1
Drainage Am 5&g4o 135 ac
SURFACE. AREA INFORMATION
Im revioas Surface
CValue
Area
CA
Building
1.00
8.144
8,144
Concrete Pvmt. & Sidewalk
0,95
10.781
10,242
Pool &Dak
095
3,121
2,965
Advantes limits
1.00
256
256
Geoweb
0.95
360
342
Total Impervious Area
22,662
21949
8tormwatcr Mana "reent Areas
C Value
Area
C•A
Infiltration Basin
1.00
1,625
1,625
Told Stormwaar Management Area
1,625
1,625
Total Contributing Area
24.287
23,574
Composite C 0.97
Contributing Area 0.56 se
Infiltration Basin Characteristics
Storage
Side Sloe
Depth ft
Volume c
Infiltration Darin
N/A
2
2,424
100' © 18- Hi:. Pipe
N/A
177
284' © 15" Diam. Pipe
N/A
349
Total
2,9M
Swale Storage
Side Slmx
Depth (ft)
Volume (<Q
n/a
Total I I o
1.625
Total
MAR 0 6 2007
®WQ-WAR®
Sarmwater Mam emesel I"1
1.5"
4.3"
6"
Intensity (inJhr)
0.5
0.75
2.15
300
Rarmff(cIN)
0,27
0.41
1.16
1.62
2-11. Runoff V.I.(ef)
1,948
2,922
S378
11.6%
Pond/Swale Storage Volume (cf)
2,950
2,950
2,950
2,950
Pond/Swale Infiltration Volume (cQ
2,708
2,708
2,708
2,708
Void Volume Under Pond (of)
0
0
0
0
Total Stormwater Managed let)
5,659
5,658
598
5,6S8
P.1 Retained
290%
194%
68%
49%
Surface Accumulated Accumulated Accumulaled
Elevation Anea(SF1 Pita Stoaju,to Basin Storaae(c0 system Storage to
3.90 675 0 0 0
4.50 905 228 474 702
5.00 1125 425 990 1415
5.50 1550 526 1780 2306
6.00 1630 530 2420 2950
6.50 1925 2830 2830
Drawdown of First 1.5" 3.01 Hours 0.13 Dap
• - Stonowater falling upon the dminfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
•• - based on two hour infiltration rate.
Prep ved by Albemmle & Associates, Ltd. 3/5/2007

STORMWATER CALCULATIONS
for the
OASIS HOTEL
Drainage Area 1
Drainage Arn 58,840 1.35 ac -
SURFACE AREA INFORMATION
lin-revitiiiii Surface E3 �?:=#.;ti.:xzi�'rdin".
"�.''.0 ValuerLek'�:jAin'"7�ft1"'Asas`CIA'.e2ruif
❑wilding
1.00 6,983 6,983
Concrete Pv . & Sidewalk
095 11.810 11,220
Pool & Deck
0.95 1,369 001
Advaotex Units
1.00 256 256
Geoweb
0.95 360 342
Total lmperviou Area
20,779 20,101
Stomiinlei M. __—'ment'Awrh''rA"s.YO,
63C Vdoe,1:;A?Aro`S�iFed= C!A'plSrYJ
Infhnnion Bnnin
1.00 1,625 1.625
Total Stormwater Man mnt A.
1,625 1625
Told Conlribotieg A.
22AW 21,726
Composite C 0.97
Contributing Arcs 0.51 ec
lorthration Basin Characteristics
Storage
Side Sio a De tb n
Volume c
Infilua6m Benin
N/A 2
2,262
100' @ I8" Diem. Pipe
N/A
177
284' Q 15" Diem. Pipe
N/A
349
Tend
2,798
Swale Stem a Side Sloe Depth It Volume c
Na
Total 0
Total
FEB 2 2 2006
®WQ-WAR0
Stormwater Man emnt I"
1.5"
4.3"
1 6"
Intnsity (in.dv)
0.3
0.75
2.15
3.00
Rmofl(c6)
0.25
0.37
1.07
1.50
2-Hour RutoiTVolume(cf)
1,7%
2,693
7,721
10,773
Pond/Swale Storage Volume (cf)
2.788
2,788
2,788
2,788
Pond/Swalc Infiltration Volumc (of)
2,708
2,708
2,708
2,708
Void Volume Under Pond (c f)
0
0
0
0
Total Stormwater Managed (of)
5,496
5,4%
5,496
5,496
Percent Rammed
306%
204%
71 A
51 %
Surface
Accumulmod
Aectnalarod Aectmulotcd
Elevation
m ISFFj
Pim Staaoe (cn
Basin Serrate in system
Smrax (en
4 00
637
0
0
0
4.50
858
228
374
602
5,00
10%
425
967
1292
5.50
1352
526
1491
2017
6.00
1625
526
2262
2799
6,50
1925
2783
2783
Dmwdown ofFiu 1.5"
3.01
Ron.
0.13 Drys
• - Stormwater falling upm the dmefield and permaterarras with greaterthm two fat ecperatim
excluded from calculations due to the porosity of existing conditions.
• - bnud entwo hour infiltration ram.
Prep" by Albemwic & Assocudes, Ltd 2l UD%

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7`:�� •�•
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I&
Michael F. Easley, Governor
William G. Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
U
Mr. Derek Hatchell
Oasis, LLC
PO Box 2405
Manteo, NC 27954
Dear Mr. Hatchell:
Alan W. Klimek, P.E. Director
Division of Water Quality
March 24, 2006
Subject: , Stormwater Permit No. SW7060117
Oasis Hotel
High Density Project
Dare County
The Washington Regional Office received a complete Stormwater Management Permit Application for
Oasis Hotel on March 17, 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 21-1.1000.
We are forwarding Permit No. SW7060117 dated March 24, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 24, 2016, 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 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Amy
Franklin, or myself at [phone]:
Sinlel
AI ,g nal Supervisor
Surface Water Protection Section
Washington Regional Office
AH/alf
cc: Jared Madewell, PE, Albemarle & Associates
Bare County Building Inspections
✓Washington Regional Office
Central Files
N or`thCarolina
,1,7atui-ally
North Carolina Division of Water Quality Washington Rreional Office Phone [phone] FAX [phone]; Customer Service
Internet nmatemualitV.oro 943 Washington Square Mall, Washington, NC 27889 . 1 1-877.623.6148
An Equal OpportunitylAff rntahve Action Employer- 50% Re Vycled'10% Post Co,sumer ?zoer

State Stormwater Management Systems
(] , c„ r., i.: Peimit No; SW7060117
_ ..,t..,..,._ ,,,..:.;:,:. ,: r. - '-mot;:i:.•
STATE OF NORTH CAROLINA '
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY:-,;.,;,;4;;_.,_;:_
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT`"'
In accordance with the. provisions of Article 21 of Chapter 1.43; General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Oasis, LLC
Oasis Hotel
Dare County
FOR THE
construction, operation and maintenance of an infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until March, 24, 2016, and shall
be subject to the following specked conditions and limitations: -
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 20,778 square feet of
impervious area.
:. -
3. The tract will be limited to the amount of built -upon area indicated_ on the `
drainage area table of this permit, and per approved plans..
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or7ecorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans: _
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided in the infiltration basin -'and must
Page 2 of 7

-s = • .
State Stomiwater Management Systems
-- -- .-............. ..
- • Permit No. SW7060117
be maintained at design condition:.--,
Site,Area. acres:-,_-.; —i-
135; _--
b. Drainage Area`fo Basins, acres:
=1.35
c. Total Impervious Surfaces, fix:
20,778
d. Design Storm, inches:
1.5
e. Basins Depth, feet_;.-, :
2.5
f. Bottom Elevation, FMSL:
4.00
:;:Bottom.Surface Area; - . . "
� 1,625 • _
h. Bypass Overflow Elevation, FMSL:
6.50
i. Permitted Storage Volume, ft3:
2,788
j. Type of Soil: PsB
k. Expected Infiltration Rate, in/hr: 10
I. Seasonal High Water Table, FMSL: 0.4
M. Time to Draw Down, hours: 2.4
rt.. Receiving Stream/River Basin: Roanoke Sound
o: Stream Index Number: 30-21
p. Classification of Water Body: "SA"
II. SCHEDULE OF COMPLIANCE.
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance.:.:
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of.slopes. and the vegetated filter::: „
d. .: _ Immediate repairof eroded areas.
e. ' Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
.spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
Page 3 of 7

State Stormwater Management Systems
Permit No: SW7060117
activity, name of person performing the work and what••"ai5tions:were `taken'PM
5. The facilities shall be constructedas shown.on the -approved plansr-This'permif
shall become.voidable, unless the facilities are constructed in accordance with
the. conditions of this permit,_the.approved plans and specifications,�and other
11 *i� ]
supporting'data ,A ni:r4 .`rr z-n Sf / it rp u Yef
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation.of this permitted.facility, a certification must be received
from an.appropriate:designerfor the.system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
%J.,.- specfcations; and;other supporting:documentation?-Any deviations V66 the is
approved plans. and'specifications must be:noted on.the Certification_ Av?
rnodification may: be required.for thoseAeviations = :3
7. If the stormwater. system was -used as an -Erosion Control device; it must be
restored to design condition prior.to:operatiorras a stormwater treatment device,
and prior to occupancy of the facility. -
6. Access to the stormwater facilities shall be maintained via appropriate '
easements at all times.,
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
c. Transfer of.ownership: _
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. , Further subdivision, acquisition, .lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and. Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in; altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans; prior to construction. -
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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:
Page 4 of 7

>•° State Stormwater Management Systems
'cti j a ,ram .Ci Permit No SW7060117
III. GENERAL CONDITIONS:•r... s ;Yvc a
1: :-:This permit is. not transferable, except afternoticeto and -approval by.the Director.
In.the event of a changeW ownership;'or a name change; the _perm itf- must
submit a formal permiftransfer request to the Division of Water. Quality,---"
accompanied by a completed namelownership' change forrii'docum_entation
-from the parties involved, and other supporting materials as may be appropriate.
,.The approval of this 'request will be considered on its merits and may or may not
be approved. The. permittee. is.responsible for compliance with all permit
conditions until. such time as the Division approves the transfer, request: _
r. , : •;r i?i.ik- _"i." E ley' ...:' hh U- .t_' - ...-.: _ i'i i.-'+.. yri
2. s.. Failure to abide by the conditions and limitations contained in this permit may
subject.the Permittee to enforcement action by the: DiVmionof. Water- Quality, in
accordance with North Carolina -General Statute _143-215:6A to--143=215.6C_
3. s.The:issuance of this permit does -not peeclude'.the Permittee from complying with
any and.all statutes; rules, regulations; or.ordinances,,:which may be imposed by
other government agencies (local, state; and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition. ' : -
7... Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 24t" day of March, 2006.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
I ermit No. F4706011
I
Oasis Hotel
Stormwater Permit No. SVV7060117
Designers Certification
I
as a duly registered
in 6&t6t6"of N6rth:C6rolina':having'-bee'nri'aut6d t6'obs"ervd'(p6fi6dically/ weekly/
full time) the construction of the project,
(Prqject)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was' used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on�page iof thisformis included in the Certification.
Noted deviations from approved plans and specification:'
Page 6 of 7

State Stormwater Management Systems .
Permit No. SV%7060117
Certification Requirements: ,
1. The drainage area to the system contains approximately the permitted
acreage.
2.-,,, .-,.The drainage area to. the system contains no more'thari.the�peFinitted
amouht of built=upon area. ,.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
Page 7 of 7

OFFICE USE ONLY
Dale Received Fee Paid Permit Number
State of North Carolina
RMECEu ED Department of Environmental and Natural Resources
Division of Water Quality
MAR 0 6 2007 STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
®WQ-WAR®
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Oasis. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Derek Hatchell, President
3. Mailing Address for person listed in item 2 above:
P.O. Box 2405
City: Manteo State: NC Zip: 27954
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Oasis Hotel
5. Location of Project (street address):
7710 and 7722 South Virginia Dare Trail
City: Nags Head County: Dare
6. Directions to project (from nearest major intersection):
From the intersection of US64/264 and US64/264 BUS, proceed east on US64/264 approximately 2.57 miles.
Site is on the left immediatelv before bridee.
7. Latitude: 35' 53.98'N Longitude: 75' 37.03' W of project
8. Contact person who can answer questions about the project:
Name: Mr. John M. DeLucia, PE Telephone Number: ( 252 ) 441-2113
H. PERMIT INFORMATION:
I. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW7060117 and its issue date (if known) March 24, 2005
3. Specify the type of project (check one):
Low Density High Density X Redevelop X General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major Sedimentation/Erosion Control X 404/401 Permit _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater is collected and pretreated in curb inlets throuehout the site. The inlets are interconnected with nines
that convey the stormwater to an infiltration basin on the western side of the site. There is a bypass device which
precedes the basin bypassing the stormwater beyond the 1.5" rainfall via a weir into a level spreader and filter.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area:
1.35 Acres 4. Project Built Upon Area: 38.16 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
See Attached Sheet
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
% Impervious* Area (total)
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
See Attached Sheet
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
• Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the offsite Impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
Subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
Changed or deleted without the consent of the State.
1. No more than square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick slope, slate, or similar material but do not include wood
decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
S. All permitted runofffrom mot arrels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement forms) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SW-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIRMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
Submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form X
• One copy of the applicable Supplement Form (s) for each BMP -XX:
• Permit application processing fee of $420 (payable to NCDENR) X
• Detailed narrative description of stormwater treatmenUmanagement
• Two copies of plans and specifications, including: _.
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
1IA1 -TsI3rkYW1111 elftY43 Y[s7►1
If you wish to designate authority to another individual or firm so that they may provide information on your behalf,
please complete this section.
Designated agent (individual of firm): Albemarle & Associates, Ltd. - Mr. John M. DeLucia, PE
Mailing Address: P.O. Box 3989, 115 West St. Clair Street
City:
Phone:
Kill Devil Hills State: NC Zip: 27948
441-2113 Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ojperson listed in General Information, item 2) Mr. Derek Hatchell
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC2H.1000. tny_/7
Signature: a { T Date: to Q
Form S WU-101 Version 3.99 Page 4 of 4

DRAINAGE AREAS
for the
OASIS HOTEL
(Revised on 2/28/06)
Basin Information
Drainage Area 1
Receiving Stream Name
Roanoke Sound
Receiving Stream Class
SA
s
Ac
Drainage Area
58,840
1.35
Existing Impervious Area
15,307
0.35
Pro osed Im ervious Area
22,662
0.52
%Impervious Area
38.5%
Impervious Surface Area
Drainage Area 1
On -Site Buildings
8,144
0.19
Concrete Pvmt. & Sidewalks
10,781
0.25
Pool & Pool Deck
3,121
0.07
Advantex Units
256
0.01
Geoweb
360
0.00
Off -Site
0
0.00
Total:
22,662
0.52
Site Area 1.35 AC
Existing Coverage 26.0%
Proposed Coverage 38.2%
MAR 06 22�r
Prepared by Albemarle & Associates, Ltd. 3/5/2007

Soil Boring
for the
Oasis Hotel
Soil Boring
depth
B-
0" - 4"
tan fine sand
4" - 6"
brown fine sand
6" - 12"
brown fine sand
12" -18"
tan fine sand
18" - 24"
tan fine sand
24" - 30"
moist tan fine
sand
30" - 36"
moist tan fine
sand
saturated
>36"
gray/black fine
sand
Depth to Water
Table
36"
Surface Elev 3.40
Appx. WT Elev 0.40
RE CEMED
MAR 0 6 2007
®WQ-WAR®
Albemarle & Associates, Ltd. 1/5/2006

STORMWATER NARRATIVE
for the
OASIS HOTEL
in
NAGS HEAD, NORTH CAROLINA
REVISED
REaEOVE®
MAR); W
WQ-VVARO
It is intended that a hotel be built on the 1.35-acre site located at 7710 and 7722 Virginia Dare Trail.
Asphalt drives and TurfstoneT type parking currently cover a portion of the site.
The site is level with grass and exposed sand in the areas uncovered. The Soil Survey for Dare County
has mapped the soils to consist of PsB (Psamments). The PsB map unit consists of areas where the
surface layer and most of the subsoil has been removed, areas of fill or dredged material, and areas of
landfill. Most or all of the natural soil has been disturbed or covered. The fill areas generally are elevated
with sandy material to help prepare them for more intensive uses such as building sites. The
characteristics of the soil material within the mapped areas are variable and commonly require onsite
examination for most interpretations. Elevations range from 3.0 MSL at the bulkhead to approximately
5.0 MSL along US64/264. Overall coverage for the site is 38.16%.
There is one (1) drainage area. Retention of the first 1.5" of rainfall has been provided and the site
manages the stormwater runoff from a 4.3" storm event. Curb inlets have been provided to catch
stormwater runoff from the paved areas. The inlets have dropped bottoms to allow for pretreatment.
Pipes that lead to an infiltration basin on the western side of the site interconnect these inlets. Roof runoff
will be conveyed to the inlets by gutters, downspouts, and lateral pipes. A bypass device has been
provided prior to the infiltration basin to bypass stormwater exceeding the 1.5" storm. The device
consists of a weir corresponding to the 1.5" runoff elevation. The bypassed stormwater is dispersed using
a level spreader to a 50' vegetated filter before entering the SA waters as allowed under 15A NCAC 02H
.1005 (2)(b)(iii).
A soil boring was performed to estimate the depth to the water table in the vicinity of the proposed
infiltration area. The boring was representative of the PsB soil unit. The groundwater table elevation was
observed at 0.4 MSL on October 31, 2005, one (1) week following a 4 to 5 inch rain event (Hurricane
Wilma) by Jared L. Madewell, PE. All stormwater management devices are located 50-feet from the
adjacent SA waters.
Prepared by Albemarle & Associates, Ltd 3/5/2007

:1, ,

[Fwd: Oasis motel, Nags Head]
Subject: [Fwd: Oasis motel, Nags Head]
From: Scott Vinson <[e-mail]>
Date: Mon, 05 Mar 2007 17:56:24 -0500
To: Lyn Hardison <[e-mail]>, Samir Dumpor <[e-mail]>
fyi
This was an email from John that you may or may not need anything
from it. Scott
Subject: Oasis motel, Nags Head
From: "John DeLucia" <[e-mail]>
Date: Tue, 20 Feb 2007 07:56:37 -0500
To: <[e-mail]>
CC: <[e-mail]>, "Tim Wilson" <[e-mail]>
Dear Scott,
Thanks for calling me back Thursday to discuss the Oasis Motel project changes.Here are the original and
revised stormwater spreadsheets for the Oasis Motel. Also attached are the original and revised site
configuration. The owners have decided to add a unenclosed canopy above several parking spaces near
the front door and to reconfigure the pool and pool deck area. This change results in additional coverage of
1874 sf. (primarily at the pool area) The approved stormwater basin management provided 204%
management of the first 1.5" of rainfall. The revised talcs show that this basin will still provide 188% of the
first 1.5". 1 really don't see this as a substantial revision as we have provided much more treatment than is
required. We also repositioned the overflow device to allow more distance for the vegetative filter. I also
believe that the assumed infiltration rate (10"/hr) is probably very conservative as this site has very sandy
soil and is in close proximity to the Sound. (I'd expect at least 20"/hr as the actual rate)
The building and site work are underway and the owners need to have the facility opened in the spring.
How is the best and quickest way to get this revision approved. The Town has permitted the canopy
addition to be initiated but will not allow the pool change to be started until they know that you all are ok with
the revisions. I think that a simple email would suffice for the town. I'll be in most of the day and if not my
cell number is 252-202-2341. 1 hope that we can get this resolved expeditiously as the pool needs to be
started as soon as possible.
Thanks again for your help.
John
John M.DeLucia, PE
Principal Engineer
Albemarle & Associates, Ltd.
P.O. Box 3989 / 115 W. St. Clair St.
Kill Devil Hills, NC 27948
[phone] Ext. 15 Phone
[phone] Fax
johnd(a.albal.us
I of 2 3/6/2007 8:06 AM

Michael F. Easley, Governor
William G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
as Y
February 8, 2006
Mr. Derek Hatchell
Oasis, LLC
PO Box 2405
Manteo, NC 27954
Alan W. Klimek P.E. Director
Division of Water Quality
Subject: Stormwater Review SW7060117
Oasis Hotel
Dare County
Dear Mr. Hatchell:
This office received a Coastal Stormwater permit application and plans for the subject project on January 17,
2006. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
➢ j Please provide drawdown calculations.
r➢/Please explain the 10-inft infiltration rate since the USDA Soil Survey does not list an infiltration rate.
-➢ Please provide non -erosive flow calculations for the bypass filter.
-➢� Please provide detail, calculations and filter for overflow.
1?o�' Please specify 4 inches of clean sand or dense vegetation for the surface of the infiltration basin.
Please show that the first 1.5-inch storage in the pipes is not escaping through the smart weir in the bypass.
Also the bypass weir may be raised to reach the required storage volume if this height is less than the top of
the basin.
.' Please note that the geoweb is considered to be impervious due to the compaction of the sub grade. Please
amend calculations to include this area.
The above requested information must be received in this office prior to March 10, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of, all required items
including the application fee. If you need additional time to submit the required information, please mail or fax your
request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: Jared Madewell, PE, Albemarle & Associates, LTD.
Washington Regional Office
N011oft ar(
)Vatllra
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal OppommitylAlfirmative Action Employer— 500/6 Recyc1er1110% Post Consumer Paper
Customer Service
1-877-623-6748

m rl be a e
& ASSOCIATES. LTD.
Enclosed herein find the following items:
Letter of Transmittal
Proj. 5 09
Date:3 17 66
Attention: m
L rvz4
Subject: S�5
6-(.1
ft� 600
1=11=112=
D•:
aAs requested ❑ For approval ❑ For permit submittal ❑ Please
distribute
❑ For your use ❑ Revise and return ❑ For construction ❑ Confidential
❑ For review ❑ Disapproved ❑ For archives ❑ For release
Notes: �EC, ���E©
MAR 2 2 2006 .
CC: 550`% From: S*'r,2- L. Aaae-wef
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair SL, Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

CC
f f E
.... . ...... .
L-J

Ibemarle
& ASSOCIATES, LTD.
March 17, 2006
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTN: Ms. Amy L. Franklin
RE: Stormwater Review SW7060117
Oasis Hotel
Dare County
Dear Ms. Franklin:
MAR 2 2 2006
Per our meeting today on the site of the above referenced project, we will place a note
on the plans directing the contractor to remove and replace with suitable soil any debris
found in the area of as well as underlying the infiltration basin.
We will be sending you two (2) copies of the revised plan for your records. Per our
conversations, it is our understanding that the approved permit will be forthcoming upon
receipt of this letter. Thank you for your cooperation with this project. Should you have
further questions or comments regarding this project please do not hesitate to call me.
Jared L. Madewell, PE
Project Engineer
cc: 5509D
Client
Engineering — Surveying -- Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

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00:2

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality EC
EIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
JAN 1 7 2006
This form may be photocopied for use as an original D Q-W n ❑o
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name: Oasis Hotel
Contact Person: Mr. Jared L. Madewell, PE Phone Number: 252441-21 13
This worksheet applies to: Basin No. 1 in Drainage Area
(as identified on plane)
(from Form SWU-101)
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type PsB
Infiltration Rate 10 in/hr r cf/hr/sf (circle appropriate units)
SH WT Elevation 0.4 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
1.5
inch (1.5 inch event for SA waters, I inch event for others)
Design Volume
2,651
c.f.
Drawdown Time
0.10
Days
Basin Dimensions
Basin Size
22.6
ft. x 71.9 ft = 1625 sq.ft. (bottom dimensions)
Basin Volume Provided
2,788
c.f.
Basin Elevations
Bottom Elevation
4.00
Fmsl
Storage Elevation
6.00
Fmsl
Top Elevation
6.50
Fmsl
Form SWU-103 Rev 3.99 Page] of3

0
m

III. REQUIRED ITEMS CIIECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H . 1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
p �/. a.
System is located 50 feet from class SA waters and 30, feet from other surface waters.
b.
System is located at least 100 feet from water supply wells.
c.
Bottom of system is at least 2 feet above the seasonal high water table.
d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
. (f e.
System is not sited on or in fill material or DWQ approval has been obtained.
1-1 f.
System is located in a recorded drainage easement for the purposes of operation and maintenance
and has recorded access easements to the nearest public right-of-way.
�%. /f g.
Drainage area for the device is less than 5 acres.
D, /f h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached.
f i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
17, j.
System is sized to take into account the runoff at the ultimate built -out potential from all surfaces
draining to the system, including any off -site drainage. Calculations attached.
n. k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
1.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
ff n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o.
Flow distribution mechanism within the basin is provided.
t,2_ p.
A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all pertinent
draw -down calculations are attached.
Plans installed
s.
ensure that the system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetated cover to
maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for
blockage and deterioration. Remove any blockage and repair the structure to approved design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when the depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth
without over -excavating. Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manna that will adversely impact water quality (i.e. stockpiling near a stormwater
treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that
accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments.
When the design depth reads _150 feet in the pretreatment unit, the sediment shall he removed from both the
pretreatment unit and the infiltration basin.
5. If the Division determines that the: system is failing, the system will immediately be repaired In origina[ ;_Secion
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed
by NCAC 2H .1000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below that I am responsible for the performance; of the, we maintenance proccdu s
listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Mr. Derek Hatchell President
Address: P.O. Box 2405 /
Phone: [phone] Date:
Signature: a 'd
Note. The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
[[�� and a resident ojth subdivision has been named the president.
Inn, Fi GtLC 1 1A) SIEG✓ALL a Notary Public for the State of &OM l}fOU al a4 , Countyof
L4R tT6tUC , do hereby certify that j� (u, tf LI�£LL personally appeared before me
this day of SAu u ARY 1 , 200 (o and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal.
SEAL ,���"prr`Wrur,r�h
�.•'VF�...... , STE '•,�
Q•; �O A 9 y ;9coo
��
My commission expires F£ta,. .2r Ooo
Signature W .

!T'9L6%0 SmI V 11=aw OFFICE USE ONLY I
Date Received Fee Paid T Permit Number
1A' ,p/[� State of North Carolina SWAG j1$/0(a
DtltlQ YtltDp ai-tment of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Oasis, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Derek Hatchell. President
3. Mailing Address for person listed in item 2 above:
City: Manteo State: NC Zip: 27954
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Oasis Hotel
5. Location of Project (street address):
7710 and 7722 South Virginia Dare Trail
City: Nags Head County: Dare
6. Directions to project (from nearest major intersection):
From the intersection of US641264 and US64/264 BUS, proceed east on US64/264 app imately 2.57 milesax
_
Site is on the left immediately before bridge_ _
7. Latitude: 350 53.98'N Longitude: 750 37.03' W
of project
8. Contact person who can answer questions about the project:
Name: Mr. Jared L. Madewell, PE Telephone Number: ( 252 ) 441-21 13
11. PERMIT INFORMATION:
Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page I of

I
a

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density X Redevelop _X General Permit _ Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major Sedimentation/Erosion Control X 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater is collected and oretreated in curb inlets throuehout the site. The inlets are interconnected with cities
that convey the stormwater to an infiltration basin on the western side of the site. There is a bypass device which
precedes the basin bypassing the stormwater beyond the 1.5" rainfall via a weir into a level spreader and filter.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 1.35 Acres
5. How many drainage areas does the project have? 1
4. Project Built Upon Area: 34.7
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
See Attached Sheet
Receiving Stream Class
Drainage Area
Existing Impervious' Area
Proposed Impervious* Area
% Impervious* Area (total)
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
See Attached Sheet
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
impervious area is aepnea as ine num upon area inctuaing, out not nmaea to, ouitaings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

DRAINAGE AREAS
for the
OASIS HOTEL
(Revised on 2/28106)
Basin Information
Drainage Area 1
Receiving Stream Name
Roanoke Sound
Receiving Stream Class
SA
s
Ac
Drainage Area
58,840
1.35
Existing Impervious Area
15,307
0.35
Pro sed Impervious Area
20,778
0.48
%Impervious Area
35.3%
Impervious Surface Area
Draina a Areal
On -Site Buildings
6,983
0.16
Concrete Pvmt. & Sidewalks
11,810
0.27
Pool & Pool Deck
1,369
0.03
Advantex Units
256
0.01
Geoweb
360
0.00
Off -Site
0
0.00
Total:
20.778
0.48
Site Area 1.35 AC
Existing Coverage 26.0%
Proposed Coverage 35.3%
70-21
MAR 17 2006
DWQ
MW#
Prepared by Albemarle & Associates, Ltd. 3/16/2006

7. How was the offsite Impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
Subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with .state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
Changed or deleted without the consent of the State.
2. No more than square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate, or similar material but do not include wood
decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofjfrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Forth SWU-108
Neuse River Basin Supplement
Forth SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIRMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
Submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form X
• One copy of the applicable Supplement Form (s) for each BMP X
• Permit application processing fee of $420 (payable to NCDENR) X
• Detailed narrative description of stormwater trealmentlmanagement X
• Two copies of plans and specifications, including: X
- Development(Project time
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your behalf,
please complete this section.
Designated agent (individual of firm): Albemarle & Associates, Ltd. - Mr. Jared L. Madewell, PE
Mailing Address: P.O. Box 3989, 115 West St. Clair Street
City: Kill Devil Hills State: NC Zip: 27948
Phone: [phone] Fax: [phone]
Vlll. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) Mr. Derek Hatchell
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. �—
Date: 0
Form SWU-101 Version 3.99 Page 4 of

lbemarle
& ASSOCIATES, LTD.
February 20, 2006
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTN: Ms. Amy L. Franklin
RE: Stormwater Review SW7060117
Oasis Hotel
Dare County
Dear Ms. Franklin:
Rccrn i u
FEB 2 2 2006
®WQ-WARO
Please find the enclosed the resubmittal of the Stormwater Management plan for the
above referenced project.
• The drawdown calculations have been attached.
• You are correct in that the USDA soil survey does not list an infiltration rate for
the Psamments soil. However, when I took a soil sample at the site, it resembled
the highly permeable soils found throughout this area. Since my onsite
investigation, a licensed Soil Scientist has also performed an investigation
(attached) on the site for wastewater purposes. He states that the soil is most
like the Corolla soil series and as the Dare County Soil Survey states, has a
hydraulic conductivity of greater than 20 inches per hour. Though the soil
scientist further classed the soil than my initial investigation, we both agree that
the soil has a structure conducive to a high permeability rate.
• Though worded differently, I am assuming that this and the next comment are the
same. Non -erosive flow calculations for the bypass filter have been provided and
are non -erosive.
• Answered above.
• The bottom of the basin will consist of dense vegetation.
• The elevation of the weir has been raised. The new elevation is 6.50 and
corresponds to the top of the basin.
• The Geoweb has been removed from the western one-half of the property. The
Geoweb on the eastern side of the property will remain and it has been included
within the stormwater calculations.
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

till
1.7

Ms. Amy L. Franklin
Division of Water Quality
220/2006
Page 2 of 2
I hope that your request for additional information has been adequately addressed and
please feel free to call me should you have further questions or comments.
Sincerely,
?aredcMadewell,PE
ngineer
Attachments
cc: File
Client

lbbmarle
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
Sox 3989, K11 Devil Hills, N.C. 279Q (252) 441-211
JIB OSS09 - Ga5%S �10� 1
SHEET NO. 2 OF
CALCULATED BY L7L/0 DATE
CHECKED BY
SCALE

Sec e, Inc.
January 25, 2006
Mr. Dereck Hatchell
Hatchell Concrete
P.O. Box 2405
Manteo, NC 27954
P.O. Box 82
Pinetops, N.0 27864
Ph [phone]
Fax [phone] /-•/ ��
REMY ZED
FEB 2 2 2006
®WQ-WARO
Subject: Soils inforrnation for an on site yr sievvater disposal system proposed to
serve the Oasis Motel (17 suites), Hwy 158 Bypass, Dare County, NC.
Dear Mr. Hatchell:
Please find enclosed the information requested to determine if the referenced site meets the criteria for
the installation of the proposed septic system. The following are included in this report
1. Soil descriptions from the proposed nitrification field area
2. Results of two constant head perneameter test
3. A groundwater mounding analysis
4. A map that shows the kxxtion of the investigation area and each test/sampling site
Background and General Site Information
The property is located on the northeast side of Hwy 158 just southwest of Little Bridge. The Roanoke
Sound and a canal border the site on the north and northwest The site had an existing parking lot and
septic system that is my understanding served a business that was located on the northern portion of
the property. There was debris located in the area where the building had been located. There was an
existing pier and gazebo on the waterfront and the bulkhead shown on the enclosed map appeared to
be new. The investigation area consists of approximately .3 acres located adjacent to Hwy 158 and on
the south and southwest side of property. The existing drain field for the septic system was located
within the investigation area. It is understood the proposed septic system will serve a motel with a
design wastewater fknv of 2,975 gallons per day (GPD) of domestic strength wastewater.
The area consists of moderately well drained, sandy (group 1) soil. The soil is most like the Corolla soil
series. Estimated hydraulic conductivity according to the Dare County Soil Survey is greater than 20
iNhr for the entire profile. Soil morphology and observed static water levels in wells indicate the
seasonal high water table to be between 27 and 36 inches below the present soil surface.
The borings that were done in the proposed system area indicated the presence of no fill or debris
except for the drain lines of the existing septic system.
As requested, ESS has conducted the site work necessary to determine the size of the proposed LPP
system and do the groundwater mounding analysis for the proposed septic system. The long-term
application rate (LTAR) that is proposed for the disposal system was determined based on texture,
hydraulic conductivity and the fact that the effluent will be receiving pretreatment before disposal.
Testing and Materials
Based on a plat supplied to ESS the elevation of the test area is about 5 feet above sea level. A
temporary benchmark (TBM) was established at the top of fire hydrant located across Hwy 158. The

• Page 2 January 25, 2006
relative elevations shown on the enclosed map were used by ESS for soils work and testing. The
relative elevation assigned to the 131 was 5.00'. The relative elevation of B2 was 4.12 feet Static
groundwater on the day of testing (1/15/06) was 3.79 feet below the surface (elevation 1.21') at B1 and
2.67 feet below the surface (elevation 1.45') at B2. The relative elevation of the seasonal soil wetness
condition as indicated by soil morphology would be 2.0 feet at 131 and 1.87 feet at B2. The relative
elevation of the water level in the canal was approximately 1.28 feet This measurement is approximate
because on the day of the investigation a strong wind was blowing out of the north/northwest and water
was being pushed against the bulkhead.
The hydraulic conductivity (Ksat) was measured using the compact constant head permeameter
(CCHP). Two tests were run in the unsaturated zone. The hydraulic conductivities were determined to
be 1.65 inches per hour in the most restrictive horizon at B1 and greater than 22.5 inches per hour at
B2. The measurement of 22.5 inches/hour would be a conservative measurement because the soil
absorbed water so fast that the CCHP could not supply water fast enough to establish predetermined
heads. The results of the CCHP tests are on the worksheets entitled Saturated Hydraulic Conductivity
Test. The hydraulic conductivity used in calculations for the mounding analysis was determined by
averaging 20 inchesthour and 1.65 inches/hour. The result would be a hydraulic conductivity of 10.8
inches/hr.
The depth to the impermeable layer used in calculations was 20 feet below the surface. Experience
indicates the impermeable layer to be >20.feet below the surface in these areas; therefore, the depth of
20 feet should be a conservative estimate. The results of the hydraulic conductivity tests and the
texture of the soil indicate that there is sufficient conductivity to warrant a long-term application rate
(LTAR) of 1.0 gallons/day/Ie for a conventional type septic system (.5 gallons/dayte for low pressure
pipe (LPP)). If five percent of the lowest hydraulic conductivity is used to determine the LTAR, a LTAR
of 1.2 gallons/day/fr can be justified. If pretreatment Is used prior to disposal, the required absorption
area can be reduced by as much as 50%. By using pretreatrrrent, the LTAR for a LPP system can be
increased from .5 gallons/daylf? to 1.0 gallons/day/fr. A LPP system that is designed to dispose of
2,975 gpd at a rate of 1.0 gallons/day/fe will require 2,975 fe of absorption area.
The computer program Colorado State was used in the mounding analyses. Colorado State uses
inputs such as, hydraulic conductivity (Ksat), depth to the impermeable layer, level of the initial water
table, thickness of transmissive layer, design flow and length to width rabos of the drain field to
determined the height of the groundwater mound beneath the drain field over time. The model was run
with a stream (canal) located about 100 feet away. The lowest elevation in the investigation area as
indicated by elevations shot by ESS was 4.12 feet Given a ground elevation of 4.12 feet and a
seasonal soil wetness condition at an elevation of 1.87 feet (2.25 feet below the surface as determined
by soil morphological features), the initial depth to water was set to be 2.25 feet below the surface at
the lowest point on the site. The configuration of the absorption area was calculated to be 30 feet by
100 feet based on a configuration of six 100-foot LPP lines. The model was set to show the rise in the
groundwater mound from the center of the drain field to a point 100 feet from the center of the drain
field. The results of the mounding analysis are entitled Mounding Analysis, Oasis Motel, Dare County,
NC. The wastewater was applied to a 100' x 30' area at the rate of 1.0 gpd/ft2 (.1337 ft/day). The
transmissive layer was considered to be from the surface to the depth of the impermeable layer, which
was set at 20 feet below the surface. The mounding analysis predicts a rise in the level of the
groundwater in the center of the drain field of .318 feet after360 days. The model predicts the final
mounding height to be at relative elevation of 2.19 feet or 1.93 feet below the surface at B2, The
mounded height of the soil wetness condition would be 2.68 feet below the surface at B1.
Conclusions
These findings indicate that existing soil conditions win allow a LPP system with pretreatment to be
installed that will handle a design flow of 2,975 GPD at an adjusted LTAR of 1.0 gpd/fe. Based on
pretreatment of the wastewater and LPP distribution, the absorption area required for the repair will be
2,975 fe. The mounding analysis predicts a rise of .318 in the level of the groundwater at the center of
the drain field after one year. Given a mounded seasonal high water table that is 1.93 feet below the
surface at its shallowest point, the groundwater mounding analysis indicates there should be adequate
separation to install ultra -shallow LPP lines in the natural soil. At the location of B2 the addition of six
inches of imported fill would be required to provide the required cover over the LPP lines. Due to the

• Page 3 January 25, 2006
elevation change at B1, no fill should be required in this area. If the relative elevation falls below 4.82
feet, fill should be required to provide the required cover over the LPP lines.
The existing septic drain field is located in the area proposed for the LPP fields. It is understood that this
area will be excavated and filled with sand. The sand that imported into this area must be clean, single
grained and free of debris and organic matter. The area that is reclaimed must have the same or higher
permeability that the material that is excavated.
The findings of this report are based on soil and site conditions present on the day of testing. Any
modifications to the site in the form of heavy traffic, filling or excavation could change the results of this
report and may make the site unsuitable for wastewater disposal. Any excavation or filling of the area
proposed for the sewage disposal fields should only be done with the approval of the local health
department
The local health department and possibly the on -site wastewater and groundwater sections of the
Department of Environment and Natural Resources must review and approve the findings of this report
If you have any questions please contact me at [phone].
Respectfully Submitted,
Scott Stone
Licensed Soil Scientist
Registered Sanitarian
Enclosure
SpdL. SC\
0 srati�'L�s�
,.scvio�
C
p- 7038 O�
. Afnn..Q
Cc Angela Stegall, Albemarle & Associates, Ltd.

Soil Descriptions
Oasis Motel
Hwy 158 Bypass, Dare County
Ap 0 to 8 inches; dark grayish brown (2.5Y 4/2) sand; single grained; loose.
Cl 8 to 18 inches; light olive brown (2.5Y 5/3) sand; single grained; loose.
C2 18 to 23 inches; light yellowish brown (2.5Y 6/3) sand; single grained; loose.
C3 23 to 28 inches; dark yellowish brown (10YR 4/4) fine sand; granular; very friable.
C4 28 to 36 inches; light yellowish brown (2.5Y 6/3) sand; single grained; loose.
C5 36 to 50 inches; light brownish gray (2.5Y 6/2) sand; single grained; loose
Note: Static water level was 45.5" below the soil surface on 1/15106.
B2
C1 0 to 3 inches; light olive brown (2.5Y 5/3) sand; single grained; loose.
C2 3 to 18 inches; yellowish brown (IOYR 5/4) sand; single grained; loose.
C3 18 to 27 inches; light yellowish brown (2.5Y 6/3) sand; single grained; loose.
C4 27 to 40 inches; light brownish gray (2.5Y 6/2) sand; common fine and medium
distinct yellowish brown (IOYR 5/6) and few, fine distinct reddish brown (5YR 4/4)
mottles; single grained; loose.
C5 40 to 50 inches; grayish brown (2.5Y 5/2) sand; single grained; loose.
Note: Static water level was at 32" below the soil surface on 1/15/06.

Environmental & Soil Services
Saturated Hydraulic Conductivity Test
Compact Constant Head Permeameter Method
Site Name: Oasis Motel
Area Size: +/- 1.32 acres
Parcel I.D. Number.
Location: Just SW of Little Bridge, Hwy 158 Bypass, Dare County
Tested By: Scott Stone
...............................................................■.......................
Boring #1: At Bl
Circle: 1 sery ' 2 reservoirs
Hole depth (cm):
Diameter of hole:
Height of water at steady state:
Area of small reservoir:
Area of small + large reservoir:
Measured dmwdown in reservoir(s)
in cm/hr (convert to hours if using
minutes or seconds as time interval):
Boring 42: At B2
Circle: 1 reservoir reservoi s
73.7
Hole depth (cm):
55.8
6
Diameter of hole:
6
16.5
Height of water at steady state:
10.2
20 cm2
Area of small reservoir:
20 cm
105 cm2
Area of small reservoir + large reservoir:
105 cm
Measured drawdown in reservoirs)
in cm/hr (convert to hours if using
228
minutes or seconds as time interval):
300
Volume of water used at steady state (cm3): 4,560
Saturated hydraulic conductivity (cm/hr): 4.2
Volume of water used at steady state (cm3):
Saturated hydraulic conductivity (cm/hr):
31,500
57.3
Comments: The test conducted in boring #2 would not approach the predetermined head of 20 cm due to the fast
rate at which the soil absorbed water; therefore, the conductivity of 57.3 cm/hr should be conservative. Static water
levels were 115.6 cm and 81.3 cm below the surface at boring # 1 and 2, respectively.

Mounding Analysis, Oasis Motel, Dare County, NC
RECHARGE RATE
_ .1337 FT/DAY
TRANSMISSIVITY
= 432 SQ.FT/DAY
SPECIFIC YIELD
= .15
BEGINNING TIME
= 60 DAYS
FINAL TIME
= 360 DAYS
TIME INCREMENT
= 60 DAYS
TIME OF CUT OFF
= 360 DAYS
BEGINNING DISTANCE
= 0 FT
FINAL DISTANCE
= 100 FT
DISTANCE INCREMENT
= 25 FT
DEPTH
= 2.25 FT
WIDTH
= 30 FT
LENGTH
= 100 FT
ANGLE
= 90 DEGREES
STREAM DISTANCE
= 100 FEET
MOUND PROFILE
YES
STREAM DISCHARGE
NO
TIME
DISTANCE
HEIGHT
(DAYS)
(FT)
(FT)
60.000
0.000
0.315
60.000
25.000
0.252
60.000
25.000
0.252
60.000
50.000
0.186
60.000
50.000
0.186
60.000
75.000
0.141
60.000
75.000
0.141
60.000
100.000
0.109
60.000
100.000
0.109
120.000
0.000
0.317
120.000
25.000
0.254
120.000
25.000
0.254
120.000
50.000
0.188
120.000
50.000
0.188
120.000
75.000
0.143
120.000
75.000
0.143
120.000
100.000
0.111
120.000
100.000
0.111
180.000
0.000
0.318
180.000
25.000
0.254
180.000
25.000
0.254
160.000
50.000
0.188
180.000
50.000
0.188
180.000
75.000
0.143
180.000
75.000
0.143
180.000
100.000
0.112
180.000
100.000
0.112
240.000
0.000
0.318
240.000.
25.000
0.255
240.000
25.000
0.255
240.000
50.000
0.189
240.000
50.000
0.189
240.000
75.000
0.144
240.000
75.060
0.144
240.000
100.000
0.112
240.000
100.000
0.112
300.000
0.000
0.318
300.000
25.000
0.255
300.000
25.000
0.255

Mounding Analysis, Oasis Motel, Dare County, NC
Page 20.189
300.000
50.000
300.000
50.000
0.189
300.000
75.000
0.144
300.000
75.000
0.144
300.000
100.000
0.112
360.000
100.000,
0.112
360.000
0.000
0.318
360.000
25.000
0.255
360.000
25.000
0.255
360.000
50.000
0.189
360.000
50.000
0.189
360.000
75.000
0.144
360.000
75.000
0.144
360.600
100.000
0.112
360.000
100.000
0.112

cgoomlNDO)-t.pl01352000
Soil Boring and Test Site Location Map Roanoke Sound
Oasis Motel, Hwy 158 Bypass, Dare County, NC
�aX
Ga
Water Level In
Canal On 1115.
(1.28')Z
B2
(4.12') 0o F`e4
Legend
O Soil Boringlrest Location
(5.00') Relative Elevation
This map is not a survey. The boundary of this map
was formed from a survey and an aerial photo
and adjusted to match GPS data collected by ESS.
A
e
tea.
aP
e
PaJ `e�a�
Gt0eel
906
0Q oO
10
(5.001) ll�N�S
Old Building Site
(Demolished)
TBM - Top of Fire Hydrant
(5.92')
60.00 feet
t inch
Environmental & Soil Service, Inc.
P.O. Box 82
Pinetops, NC 27864

lbemarle
& ASSOCIATES. LTD.
January 13, 2006
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. William Moore, PE
RE: Stormwater Plan — Oasis Hotel
Dear Mr. Moore:
JAN 1 7 2006
DWQ-WARD
Please find the enclosed Stormwater Management submittal for the above referenced
project. A 17-unit, 3-story hotel is proposed to be built on the site. Construction is
scheduled to begin in the spring of 2006.
Roof runoff will be collected in gutters and directed into the nearest drop inlet. Parking
lot runoff will sheet flow to the nearest drop inlet. The drop inlet are all interconnected
and terminate at an infiltration basin on the west side of the site. The floors of the inlets
have been lowered to assist in sediment removal. A bypass device precedes the
infiltration basin and bypassed flow will pass through a 50' vegetated filter prior to
entering adjacent waters.
Please call me should you have any questions or comments.
Sincerely,
red L. Madewell, PE
roject Engineer
Attachments
cc: File
Client
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St, Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

STORMWATER NARRATIVE
for the
OASIS HOTEL
in
NAGS HEAD, NORTH CAROLINA
JAN 1 7 2006
DWQ-WARD
It is intended that a hotel be built on the 1.35-acre site located at 7710 and 7722 Virginia Dare Trail.
Asphalt drives and TurfstoneTM type parking currently cover a portion of the site.
The site is level with grass and exposed sand in the areas uncovered. The Soil Survey for Dare County
has mapped the soils to consist of PsB (Psamments). The PsB map unit consists of areas where the
surface layer and most of the subsoil has been removed, areas of fill or dredged material, and areas of
landfill. Most or all of the natural soil has been disturbed or covered. The fill areas generally are elevated
with sandy material to help prepare them for more intensive uses such as building sites. The
characteristics of the soil material within the mapped areas are variable and commonly require onsite
examination for most interpretations. Elevations range from 3.0 MSL at the bulkhead to approximately
5.0 MSL along US64/264. Overall coverage for the site is 34.7%.
There is one (1) drainage area. Retention of the first 1.5" of rainfall has been provided and the site
manages the stormwater runoff from a 4.3" storm event. Curb inlets have been provided to catch
stormwater runoff from the paved areas. The inlets have dropped bottoms to allow for pretreatment.
Pipes that lead to an infiltration basin on the western side of the site interconnect these inlets. Roof runoff
will be conveyed to the inlets by gutters, downspouts, and lateral pipes. A bypass device has been
provided prior to the infiltration basin to bypass stormwater exceeding the 1.5" storm. The device
consists of a weir corresponding to the 1.5" runoff elevation. The bypassed stormwater is dispersed using
a level spreader to a 50' vegetated filter before entering the SA waters as allowed under 15A NCAC 02H
.1005 (2)(b)(iii).
A soil boring was performed to estimate the depth to the water table in the vicinity of the proposed
infiltration area. The boring was representative of the PsB soil unit. The groundwater table elevation was
observed at 0.4 MSL on October 31, 2005, one (1) week following a 4 to 5 inch rain event (Hurricane
Wilma) by Jared L. Madewell, PE. All stormwater management devices are located 50-feet from the
adjacent SA waters.
Prepared by Albemarle & Associates, Ltd 1/11/2006

i;l'f�'�1�',:
,� r,u
_ . 1f i
'i
. �r! �I. 2 � '.

Soil Boring
for the
Oasis Hotel
Soil Borin
depth
0" - 4"
tan fine sand
4" - 6"
brown fine sand
T - 12"
brown fine sand
12" - 18"
tan fine sand
18" - 24"
tan fine sand
24" - 30"
moist tan fine
sand
moist tan fine
30" - 36"
sand
saturated
>36"
gray/black fine
sand
Depth to Water
36"
Table
Surface Elev 3.40
Appx. WT Elev 0.40
Albemarle & Associates, Ltd.
1 /5/2006

03 17/2006 16:26
r�
2524410965
ALBEMARLE & ASSOC
PAGE 01
4! Albemarl
& ASSOCIATES, L'
1
TO: hh Itan IA
AA
COMPANY: dvprly
FAX NUMBER:
FROM:
DATE: `3— 17-0
RE:
Fax Transmittal Sheet
TOTAL NUMBER OF PAGES INCLUDING COVER SHEET-
IF THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE CALL
252-441-2113 OUR FAX NUMBER IS: 252- 41.0965
7M3
COMMENTS:
Q2M29Q &,ff STATEHEFIT
owrAtN pnrvxEomAm omF o At mroMATKw N07:FYSErcE t a*vwiay F
SFAXBYMSTAwAwPLEASEDoAorb SEAtrNATEA15TRIBUTEORcopyf783FAx
surwri+v ^Land Pfanrdrg
P.O. Bm 3989, 115 W. SaW C14 &. PGA peH HWS. NC 27948
Takph1 : 2&2-ao.2i13 Fax: [phone]

03/17/2006 16:26 2524410965 ALBEMARLE & ASSOC PAGE 02
lbemarle
& ASSOCIATES, LTD.
March 17, 2006
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
AT -TN: Ms. Amy L- Franklin
RE, Sto mwater Review SW7060117
cads Hotel
Dare County
Dear Ms. Franklin:
Per our meeting today on the site of the above referenced project, we will place a note
on the plans directing the contractor to remove and replace with suitable soil any debris
found in the area of as well as underlying the infittration basin.
We will be sending you two (2) copies of the revised plan for your records. Per our
conversations, it is our understanding that the approved permit will be forthcoming upon
receipt of this letter. Thank you for your cooperation with this project. Should you have
further questions or comments regarding this project please do not hesitate to call me.
Jared L. Madewell, PE
Project Engineer
cc: 5509D
Client
Enginouring — Sumoying -- Land Planning
P.O. Box 3909. 115 W. Saint Clair St. Kid Devil Hills. NC 2794E
Telephone: [phone] Fax: [phone]

Fdrm D61-MP-1
f;W70r0011Q
1. APPLICANT
a. Landowner:
APPLICATION
(ro be completed by all applicants)
b. City, to community or landmark
Mrs �/ �/
Name Krt/AI11-FQAn10Ey 11t�
Address 'Po Lynx Z4DS
City _-PlAr'rm n State M,
Zip cM.6q Day Phone-y`J3-(ab7y
Fax
b. Authorized Agent:
Name AUL) ✓'lWLF u ASSOGA'7t-_S, LED
Address f 0 WX ,3R98
City K,L- Drt//L- At45 State AIL_
Zip Day Phone
c. Project name (if an5/5 #07i
Av7E: P~ wilt be irrred w emm oflmdowner(r), md/or
proNct u .
2. LOCATION OF PROPOSED
PROJECT
a. County . WE
c. Street address or secondary road number
_rJ21() -, r)')a2 t), "Da PTa/L
d. IS proposed work within city limits or planning
jurisdiction? ✓ Yes No
e. Name of body of watff nearest project (e.g. river,
creek, sound, bay) OANOKF. ()tWD
3. DESCRIPTION AND PLANNED USE
OYPROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
S09 s. 3 -sfo�.�v NoTE� 21174 _.23 PLRKin
SOACr s -IIVDYrX Flu (.ANDw40) TA
A4Cin/G JW V.4770iv Qr- SM 7D 7W PIS AW
b. Is the proposed activity maintenance of an existing
project, new work, or.both? /UF(,) (t b,c r
c. Will the project be for public, private or commercial
use?
2
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
C'ONSti-'U�TIo�/ sMcQAit.(Gt5 J7Fat9�/sN v fA1D✓F

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.35 A�R£5
b. Size of individual lot(s) -1%S Ir3 `} -X ql uf? sF
c. Approximate elevation of tract above MHW or
NWL 1i.
d. Soil tyKs) and texture(s) of tract
e. Vegetation on tract b er rasSF
f. Man-made features now on tract 5FAA T-,-r11RF
SrJNE��lr1
g. What is the CAMA land Use Plan land
classification of the site? (coma@ the local land we p1m)
Conservation Transitional
✓ Developed Community
Rural Other
h. How is the tract zoned b local government?
GA C`rWJLAl FsmmfAr-1AL
i. is the proposed project consistent with the applicable
zoning? ✓ Yes No
(Anach zmfAg coMWiance c-lificate. Vapphan61e1
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes _V No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
_ Yes _ V No
1. Are there wetlands on the site? —Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anal doaonenwion, iifavaUable)
m. Describe existing wastewater treatment facilities.
ALL fXimA& TANKS +-'11Q1A11UFIEL.D
io B( REMnarh
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges) .� &
nnn v Acrrn DISP SM U410r, A LE LI L
SORcancv -M a SD' 0fefTATcD F11-70 _
o. Describe existing drinking water supply source.
MIAMICAMI— SY57£M
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property. then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11' white paper. (Refer to
Coastal Resources Commission Rule 77.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies .are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers. landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
tNa ke AIC -1)46Af7MM1r tF -VA6P0RTAT7VP
Almdress J ,�
one
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
perm��itttee, and issuing dates.
ft WATER 4 S PtiRmITS /ifs16
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
P A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S..113A -. 1 to
10) If the project involves the expenditure of public
funds or use of public ►and's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the � day of -Jan W—.W&
Print Name 12 e te- le
Signature a4't'j
tadorrer m Awhmiud AS.W
Please indicate attachments pertaining to your proposed
project.
✓� DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
_ DCM MP4
Structures Information
_ DCM MP-5
Bridges and Culverts
_ DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCAI-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed ONE 3- STDkY 1 �-unuT'
F�mFt
�. at
L �. a is !: U • n: _ar/ t .
c. Density (give the number of residential units and the
units per acre) In IhnFi twins 4mAt-
PU 08 WAO
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 58,84D SF
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? V_ Yes No
If yes, date submitted 1.7(i Oti
L List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
t QNUCTL
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. _4U
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
_V Yes No
If yes, date submitted 1 /13I0(d
I. Describe proposed method of sewage disposal.
5,00o Wu.ON ADVANTU( TRfATnEM Sys M Wt7w
A AX 100 rrtJM PODS
Have the .facilities described in Item .i. above
received state or local approval? YES - &CAL
(Atw�h 4Mropriate docuvwwad-) . .
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down' and residential discharges).
.41APACE AUAJnFF Wl.v /ifT DISPERSf.D
LIG/NG A LfUFL
tl tfArk2 TO A S0�
VEr. T'ATFt1 RffrR
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
MlwvnUPAL <vt7f_M
m. Will water be impounded? —Yes ✓ No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? n1.1A
5 AN
Apptkmr t or Pro Name
97/
Signature
i3r

DIVISION OF COASTAL MANAGEMENT
AGENCY FORM. FOR PERMIT APPLICATIONS
do hereby authorize
owner of the property located at:
owner)
I U" 1 1-(d V1Rf.IMA A41�C 115AIL
'I (property location/address)
AG5 17ELq7,)iIIJC-� 9s9
(property location address)
v
(name ofperson or company acting as agent)
to act as my agent for the purpose of obtaining any needed Coastal Area Management Act and/or
Dredge and Fill Act permits, that may be needed for the proposed development at the above -
indicated property, which entails:
• / • 7• i V
• • i� �u .
�—
(describe proposed development for which permits are being sought)
This agency authorization is limited to the specific activities described above, and will expire on:
APRIi: I , aoos
(date on which agency authorization expires)
z2 y,,�4 )dv4�
(signature)
(printed name of owner)
(date)
(title, if ofcer of corp. owner or trustee for property)

Oasis Hotel
Kellam -France, Inc., C/O Derek Hatchell
t Dare,County
Express Permit Review Program
Project setting
John DeLucia with Albemarle & Associates, Ltd., on behalf of Derek Hatchell for
Kellam -France, Inc., LLC, has requested the attached application be processed under the
Express Permit Review Program, for construction of a hotel under the name of Oasis
Hotel.
The project site is located at 7710 and 7722 Virginia Dare Trail in the Town of Nags
Head, adjacent US 64 on Roanoke Sound and a manmade canal on Pond Island in Dare
County, North Carolina. The proposed project site comprises t1.35 acres that include a
t1.15 acre tract and an adjoining t0.20 acre tract., The larger tract was the site of the old
Oasis Restaurant, which was completely destroyed by fire.
The combined property is t450' wide by f140' deep and is comprised of sandy shell
soil. The shoreline has been recently bulkheaded with the exception of t15' of riprap at the
west end and ±75' of riprap at the east end. As previously stated, the site is the former
location of the Oasis Restaurant that burned down several years ago. The building debris
was removed from the site and only the asphalt parking lot with associated turf stone
remains on the upland portion of the property. The existing parking lot accounts for an
existing impervious coverage of ±15,307 ftz or ±26.0% of the entire site and will be
removed prior to construction of the hotel. A ±200' long section of the bulkheaded
shoreline has a 6' wide dock on the waterward side with a short pier ending in a ±30'
octagon shaped covered gazebo.
The remainder of the site is vegetated with upland grasses as well as a few yucca
and pampas grass plants. Grading and filling activities are taking place on the site at this
time as authorized under a CAMA Minor permit issued by the Town of Nags Head. The
site is bordered on the west (upstream) side by an undeveloped lot with some riprap along
the shoreline and is predominately vegetated with upland grasses as well as Spartina
alterniflora and Juncus roemerianus along the shoreline. The site is bordered on the east
(downstream) side by a bridge on US 64.
The project site has an existing elevation of t4.3' above the normal water level
(NWL). Roanoke Sound and the manmade canal at this location have been classified as
SA by the Environmental Management Commission. The area is closed to the harvesting
of shell fishing.
Project description
The applicant proposes to construct a t6,983 ftz hotel on the site. The hotel will
consist of 17 suite units constructed on elevated pilings with concrete paved parking
underneath. An adjoining t10,255 ftz concrete parking lot with an entrance drive off US 64
is proposed adjacent the new hotel. The applicant also proposes to install a pool with a
t1,054 ft2 concrete deck around the perimeter.

r li
Oasis Hotel
r
Kellam -France, Inc., C/O Derek Hatchell
Dare County
Express Permit Review Program
Page Two
The total amount of impervious coverage for the site is ±20,136 ft2 or 34.2%. As
proposed, the amount of impervious coverage within the 75' Coastal Shoreline Area of
Environmental Concern (AEC) is t10,549 ft2 or 28.0%, which is below the 30% allowed by
rule. With the exception of a 6' wide wooden access to the west end of the existing dock
as well as ±19 ft2 of deck associated with a t8' by ±25' proposed wooden walkway
adjacent the hotel, no other.activity is proposed within the 30' Coastal Shoreline Buffer
The applicant proposes to install an Advantex System to handle the wastewater.
This system has been approved by the Dare County Health Department under Permit No.
12703 (attached). The Town of Nags Head has approved the Soil Erosion and
Sedimentation Plan submitted by the applicant in a letter dated 28 January 2006
(attached).
Anticipated impacts
The project as proposed will result in the disturbance of±58,840 ft2 of uplands as a
result of the construction activities. The project as proposed will result in ±10,549 ft2 of
impervious surface within the Coastal Shoreline AEC.
David W. Moye — 28 March 2006

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Oasis Hotel (C/O Hatchell Concrete, Inc.)
2. LOCATION OF PROJECT SITE: 7710 and 7722 Virginia Dare Trail on Roanoke Sound and a
manmade canal in the Town of Nags Head on Pond Island in Dare County, North Carolina
Photo Index - 2000: 185-2081; B-14, C-14 1995: 184-1913; Q-22, R-22, S-22
1898: 150-1; 0-7, P-7, Q-7
State Plane Coordinates - X: 3,001,699 Y: 798,813 GPS Rover File #U032209A
Roanoke Island NE Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 03/22/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 03/28/06
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Developed
(B) AEC(s) Involved: Estuarine Shoreline
(C) Water Dependent: NO
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic (to be removed)
Planned - Advantex treatment system with filter pods
(F) Type of Structures: Existing - bulkhead, riprap, dock with gazebo, and parking lot
Planned - hotel, parking lot, swimming pool, walkways
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands N/A
(B) Non -Vegetated Wetlands N/A
(C) Other
Highground
±58,840 ft2
(D) Total Area Disturbed: ±1.35 acre (t58,840 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a 17-unit hotel with parking and a pool on
the site of the former Oasis Restaurant. '

Oasis Hotel CAMA Permit Narrative
Lots 1 and unnumbered parcel, Paul L Gray Subdivision at Pond
Island, Nags Head, Dare Co., NC
The owners of this property would like to construct a 3-story, 17-unit hotel. This
property previously consisted of a restaurant, which was destroyed completely by fire.
The proposed hotel will have a building footprint of 6,983 square feet and 23 parking
spaces. The owner of the property is Kellam -France, Inc. and Mr. Derek Hatchell is an
incorporated owner of Kellam -France, Inc.
All existing pavement and concrete will be removed and permanent vegetation will be ,
established. The only existing vegetation is turf grass. All existing wastewater tanks and
drainfields will be removed and an Advantex System will be installed. Advantex
treatment systems currently have an Imiovative Wastewater System Approval (IWS
2004-3) by the On -Site Wastewater Section of NCDENR's Department of Environmental
Health. We will be obtaining site -specific approval for the system on this site from the
Dare County Health Department. All surface runoff will be collected by drainage
structures and conveyed via pipes to an infiltration basin which will con. A bypass device
precedes the infiltration basin and will disperse the runoff exceeding a 1-1 /2 inch storin
event through a 50-foot vegetated filter using a level spreader prior to discharge into the
waters of the state. The site will be graded to prevent runoff into the adjacent waters.
No fill material will be placed in the water;, however the property owner is requesting to
bring fill to the site in order to bring the site up to the proper FEMA elevation. Silt
fencing will be installed within the perimeter of the entire site to ensure no disturbance on
the adjacent property and to contain sediment on the site. An Erosion and Sedimentation
Control Plan has been included as well as the Erosion Control Permit as issued by the
Town of Nags Head.
There is no encroachment onto coastal wetlands.

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Engineering - Surveying - Land. Plam
115 West St Clair St, P.O. Box 3989, KID Devil Hills, N.C. 27948
441-2113
JOB 055'09- Oasis Hotel
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Planning and Development
Department
Town of Nags Head
Post Office Box 99
Nags Head, North Carolina 27959
www.townofnagshead.net
January 6, 2006
Mr. John DeLucia, P.E.
Albemarle & Associates, LTD.
P 0 BOX 3989
Kill Devil Hills, NC 27948
Dear Mr. DeLucia:
Telephone [phone]
FAX [phone]
Please be advised that at their meeting on January 4, 2006, the Board of
Commissioners of the Town of Nags Head reviewed the site plan/vested right
application for the Oasis Hotel project to be located at 7710-7722 South Virginia
Dare Trail. The Board voted to approve the application with the following
conditions:
1) All non -Town permits related to this project shall be obtained prior to
issuance of a building permit.
2) The lot recombination referenced in site plan note number 3 shall be
completed prior to issuance of a building permit.
You have two years from the date of Board of Commissioners approval (January
4, 2008) to obtain a building permit for this project. In any event, please contact
Ronnie Ballance, Chief Building Inspector, to initiate the building permit process.
In addition, a soil erosion and sedimentation control plan must be submitted and
approved prior to any land disturbance. If you should have any questions, please
don't hesitate to contact me at 252-449-2006.
Sincerely,
Timothy L. Wilson
Planning and Development Director
TLW/lcn
cc: Ronnie Ballance, Chief Building Inspector

b6marle
& ASSOCIATES, LTD.
March 17, 2006
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTN: Ms. Amy L. Franklin
RE: Stormwater Review SW7060117
Oasis Hotel
Dare County
Dear Ms. Franklin:
l
Per our meeting today on the site of the above referenced project, we will place a note
on the plans directing the contractor to remove and replace with suitable soil any debris
found in the area of as well as underlying the infiltration basin.
We will be sending you two (2) copies of the revised plan for your records. Per our
conversations, it is our understanding that the approved permit will be forthcoming upon
receipt of this letter. Thank you for your cooperation with this project. Should you have
further questions or comments regarding this project please do not hesitate to call me.
Jared L. Madewell, PE
Project Engineer
cc: 5509D
Client
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

Planning and Development
Department
Derek Hatchell
Oasis LLC
PO Box2405
Manteo NC 27954
Town of Nags Head
Post Office Box 99
Nags Head, North Carolina 27959
www, to wno fnagshead. net
January 28, 2006
Telephone [phone]
FAX [phone]
Re: Soil Erosion and Sedimentation Control Plan for Oasis Hotel, 7710-7722 S. Virginia Dare Tr.
Dear Mr. Hatchell:
This office has reviewed the Soil Erosion and Sedimentation Control Plan for the above referenced project.
We find the plan, dated November 10, 2005 to be acceptable and issue this letter of approval with the
conditions below.
• Land disturbance is limited to less than one acre prior to receiving required permits from N.C. DENR,
Division of Water Quality.
• Provisions for ground cover shall be provided within 15 working days or 90 calendar days of
completion of construction
• Disturbed areas that are not hydoseeded or covered with excelsior matting shall be mulched with 4000
Ib./Ac. of straw and disked into place with mulch anchoring tool.
Please make sure the contractor(s), on -site superintendent and financially responsible parties have copies of
the final approved soil erosion and sedimentation control plan and this letter of approval with conditions. This
letter serves notice that no person shall willfully resist, delay, or obstruct an authorized representative or
employee of the Town while inspecting or attempting to inspect the site. Inspections will be made from time
to time to ensure compliance with the plan. In accordance with Section 28.17 of the Town of Nags Head
Code of Ordinances, revisions to the plan and its implementation may be required if it is determined that this
plan is inadequate to control erosion and sedimentation. Protecting adjacent properties and the Town's
natural resources are the goals of the Town's Erosion and Sedimentation Control Ordinance. If now, or
during the process of construction, you have any questions or concerns, please don't hesitate to call me at
441-7016.
S' erely
Kim J. Allen
Code Compliance Officer
Cc: Tim Wilson, Planning and Development Director
Jared Madewell, Albemarle Engineering
OORE#

AdvanTex® System Description and Treatment Process
Commercial AdvanTex@ Treatment Systems are a multiple -pass, packed bed aerobic
wastewater treatment technology specifically designed and engineered for long-term
processing of wastewater.
In the primary tanks, a 6,000-gallon septic tank and a 3,000-gallon filter tank, the raw
sewage separates into three distinct zones: a scum layer, a sludge layer, and a clear layer.
Heavy solids settle to the bottom to form the sludge layer, while the lighter material floats
to the top to create the scum layer. Facultative and anaerobic digestion converts the
organic matter to volatile organic acids while strict anaerobes ferment the volatile organic
acids to gases (methane, carbon dioxide, etc.). Effluent from the clear zone is then
passed through a Biotube® effluent filter before being transported to the recirculation -
blend tank described below.
AdvanTex Treatment Systems are capable of processing typical commercial AdvanTex
influent wastewater to better than "secondary standards." Prior to the AdvanTex
Treatment System, primary treatment of raw sewage is accomplished through
appropriately sized primary septic tanks. After primary treatment, the effluent enters the
6,000-gallon recirculation -blend tank, where it blends with the contents of the tank.
ProStep1m pump packages in the recirculation -blend tank transport blended effluent to a
distribution manifold in the AdvaTex filter pod. Effluent percolates down through the
textile media within the pod, where it is treated by naturally -occurring microorganisms,
that populate the filter. After passing through the filter media, the treated effluent flows
out of the filter pod through the filtrate return line that returns the effluent to the
recirculating valve. The valve automatically splits or diverts the flow between the
recirculation -blend tank and the final discharge and controls the liquid level within the
tank. Final discharge is to a 3,000-gallon pump tank that doses an LPP drainfield.
During extended periods of low forward flow into the system, 100% of the treated
effluent is returned to the recirculation -blend tank. The recirculation -blend tank is set up
so that incoming effluent from the primary septic tanks and filtrate from the AdvanTex
system pods enter opposite the pump discharge to the pods so that mixing, blending, and
dilution of the effluent occurs before being dosed onto the AdvanTex filter pods.

Improvement Permit • 9� t n O
County of Dare 12703
PO Boa Drawer 1000
Manteo, North Carolina 27954 "THE 0.0 �P Phone: [phone]
Dare County Health Department
Improvement Permit (Septic Tank Sewage Disposal)
Non -Transferable
PIN: 070905186894 Parcel: 027429000 Permit# 12703
Owner Name: HATCHELL CONCRETE INC Permit Date: 2/28/2006
Owner Address: T/A OASIS Comm / Res: Commercial
PO BOX 447 Owner Phone: [phone]
MANTEO NC 27954
DBA:
Location: 7710 S VA DARE TRL LotBIOCkSect: Lot: 1&UNUMBERED PARCEI
Subdivision: PAUL L GRAY AT POND ISLAND
Category of System:
New
Type of Tank:
Precast
Size of Tank:
9,000
Type of System:
Type V-D
Amount of Tile (feet):
600
Width of Ditch:
TON 5' C
Rock Under (inches):
6
Rock Above (inches):
2
No. of Bedrooms:
17
Sleeping Capacity (persons):
34
Gallons per Day:
2,975
Type of Water:
Public
Previous Permit#:
7112
Feet from Water Supply:
10
Feet from Body of Water:.
100
Feet from Property Line:
10
Feet from Building:
5
Comments: INSTALL SYSTEM AS DESIGNED BY JOHN DELUCIA, PE 16759, ALBERMARLE &
ASSOCIATES.
SYSTEM IS PERMITTED UDER RULE .1948 (d) TO REPLACE THE
EXISING WASTEWATER SYSTEM.
Note: This Permit is issued subject to all provisions of the ordinance governing the installation of septic systems. The
person making the installation must notify the Health Department when the septic tank system is ready for inspection.
If any septic tank system or part thereof is covered before being inspected and approved, it shall be uncovered at the
direction of the Health Officer at the expense of the one
Is y:
Env' onm ata] Hea Specialist Date
1a6t. rlyflh;,

Authorization for Wastewater System Construction
County of Dare
PO Box Drawer 1000
Manteo, North Carolina 27954 a
�kTH CA0.0��2
Permit Date: 2/28/06
Parcel: 027429000
Owner Name: HATCHELL CONCRETE INC
Owner Address: T/A OASIS
PO BOX 447
MANTEO NC 27954
Location: 7710 S VA DARE TRL
Subdivision: PAUL L GRAY AT POND ISLAND
LotBlockSect: Lot: I&UNUMBERED PARCEL BIl
12703
Permit#: 12703
PIN: 070905186894
District: 14
Owner Phone: [phone]
City/State: NAGS HEAD, NC
Authorization By: Jack Flyth Date: 2/28/2006
1. Original Improvement Permit Number: 7112
2. Wastewater inspected by: -
3. Any alteration in soil conditions (including location of structures and appurtenances) or
modification in use, design wastewater flow or wastewater characteristics as specified in the
associated improvement permit and application, may subject this authorization and
associated permit(s) to revocation.
Other Conditions:
PRECONSTRUCTION CONFERENCE WITH DCDPH, THE ENGINEER AND THE
CONTRACTOR IS REQUIRED. CONTRACT WITH A SUBSURFACE WASTEWATER
OPERATOR IS ALSO REQUIRED.
Disclaimer: s permit does not relieve you of the responsibility to obtain any other necessary
Federal, Stack or Local neHnitis).
Owner Certification
Authorized by County of Dare

lbemarle
& ASSOCIATES, LTD.
March 17. 2006
Via Certified Mail
Everett & Suzanne Tate
P.O. Box 12
Nags Head, NC 27959
RE: Lots 1, and unnumbered parcel, Paul L. Gray at Pond Island, Roanoke Island,
Dare County, North Carolina — Oasis Hotel
Dear Mr. and Mrs. Tate:
This letter is to inform you of a development being proposed along the above referenced
property located east of your property located at 7724 S. Virginia Dare Trail, Nags Head,
North Carolina.
The proposed development will consist of a 17-unit hotel. Each unit is suite -like in layout.
Enclosed is a copy of the proposed site plan being submitted to the North Carolina
Department of Environment, Health, and Natural Resources — Division of Costal
Management.
You will have 30 days from receipt of this notice to provide any comment. Please direct
any comments you may have to David Moye, CAMA Officer at [phone]. Should you
have any questions, or require additional information in regards to this project, please don't
hesifa_te�W contact me,directly as well.
Engineer
CAMA Permit Plan
JMD/aws
cc: File 5509D
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

lbemarle
& ASSOCIATES, LTD.
March 17, 2006
Via Certified Mail
North Carolina Department of Transportation
1929 N. Road Street
Elizabeth City, NC 27909
RE: Lots 1, and unnumbered parcel, Paul L. Gray at Pond Island, Roanoke Island,
Dare County, North Carolina — Oasis Hotel
To Whom It May Concern:
This letter is to inform you of a bulkhead being proposed along the above referenced
property, which is to the west of the property noted as a US158 right of way, located
adjacent to the property at 7722 S. Virginia Dare Trail, Nags Head, North Carolina.
The proposed development will consist of a 17-unit hotel. Each unit is suite -like in layout.
Enclosed is a copy of the proposed site plan being submitted to the North Carolina
Department of Environment Natural Resources — Division of Costal Management.
You will have 30 days from receipt of this notice to provide any comment. Please direct
any comments you may have to David Moye, CAMA Officer at [phone]. Should you
have any questions, or require additional information in regards to this project, please don't
hesitate to contact ryp directly as well.
3eLucia, PE
Engineer
Enc. CAMA Permit Plan
JMD/aws
cc: File 7426A
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]