SW7070301_HISTORICAL FILE_20201005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW :�fo?ro30
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
(❑
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secremry
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
October 5, 2020
Croatan Surf Club Condominium Association, Inc.
Attention: Holly O. Quinn, Registered Agent
P.O. Box 310
Nags Head, NC 27959
Subject: Stormwater Permit Renewal/Ownership Change
Stormwater Management Permit SW7070301
Croatan Surf Club
Dare County
Dear Holly O. Quinn:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7070301 for a stormwater treatment system consisting of
underground infiltration trenches serving the Croatan Surf Club located at 1319 N.
Virginia Trail, Kill Devil Hills, NC expires on March 19, 2021. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
This permit was originally issued to Croatan Surf Club, LLC. A search of the Dare
County tax records indication that the property is now owned by the Croatan Surf Club
Condominium Association, Inc. The Coastal stormwater rules and the NC General
Statutes require a stormwater permit for this project. Stormwater permits are not
automatically transferred when property is sold. Please submit a completed permit
renewal application and a stormwater ownership transfer application along with a
$505.00 processing fee. Permit application forms for renewal and ownership transfer
can be found on our website at:
https://deq.nc.aov/about/divisions/enerav-mineral-land-resources/erierav-mineral-land-
rules/stormwater-program/post-co nstruction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger. thorpe(a)ncden r.gov.
Sincerely,
Ro er K. Thorpe
Environmental Engineer
V — — ;:R North Caro➢ra De1. an rment of Environmental t2 alt. , Dig Sion of Erery-y _ Yt,nerul and Land Reurces
Washnnuton keoional Orrice t t as:in9 n Samar_ Mail I Washlnyton North Carolina -iSan
mew-ar� c�q'o.ez87

Mar. 56 07 02:28p Victor White [phone] p.1
LANDMARK
Fax Transmittal Form
To
ENGINEERING &
,Name: Mr. Samir Dumpor, P.E.
Company: NCDE&NR, WARO
Phone number: 252-946-6481
fax number: 252-946-9215
❑ Urgent
❑ For Review
13 Please Comment
❑ Please Reek,
Message:
Mr. Dumpor:
ENVIRONMENTAL, P.C.
P.O. Box 1 190
KITTY HAWK, NC 27949
From
Victor Wnite, P.E.
Phone: [phone]
Fax: [phone]
Date sent: 3/15/07
Time sent: 1.45 PM
Number of pages includingcover page:8
Here are copies of the revisions you requested in reference to the Croatan Surf Club Project
(Stormwater review #SW7070301).
2 sets of hard copies are being sent to you along with 2 copies of plan sheet C2 showing the added
note about no wetlands on the property.
Thank you for your time and attention to this matter. Please call me if you have any questions or
require any additional information
Respeetfully submitted,
Landmark Engineering & Environmental, P.C.
Victor E. White, P.E.

Pelar 16 07 02:28p Victor White [phone] p,2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MAiNAGEMENT PERMIT APPLICATION FORM
This farm may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specit'y the name of the corp)ration, individual, etc. who owns die project;:
7.. Print Owner"Signing Official's name and tide (person legally responsible for facility and compliance):
_.-_. C�2rEnLP rr�U."f I l.A?n Yf1E n3 e..t4 ftb 1,a.
3. Mailing Address for person listed in item 2 above:
City:- F ,f ion --
.? A State_Zip:_ 129.1
39--- )
Telephone Number: (�_i��— Q -s ,
4. Project Name (subdivision, facility. or establishment name - should be consistent �mth project name on .plans,
specifications, letters, operation and maintenance agreements, etc.):
ChoATAN SURF C:ts1B
5. Location of Project (street a d�re'ssl: �(--
City: K; tf_ { ►_{L_ _ County: , ZJtf
6. Directions to project (from nearest major intersection):
C—Ti-- A.�-
7. Latitude:� Q w Longitude:_ —ta— orpmject
8. Contact person who can ar>_swer questions about the projec t-
Name: _V.(kr —�( _ Telephone Number: ��2 ASS �ti1
li. PERMIT INFORMATION:
I. Specify whether orojecl is (check one): 2LNew _Renewal _ .—Modification
Form SWU-101 Version 3.99 'Page I of

Jar 16 07 02:29p Victor White
[phone] p,3
Permit No.
(ro he provided by Di9'Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopied for aw as an original
DWO Stormwater Management Plan Review:
A complete stotmwater management plan submittal includes a stormwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details.
L PROJECT INFORMATION
ProjectName: CR-ATAIJ 5(JP-P CLUE
Contact Person: \JI�Tp�Q J_tr i,5-1 FE, Phone Number: (a52) a55 - 5 / -2
For projects with multiple infiltration systems, a supplement form must be completed for each system- This
worksheet applies to: Trench _ a in Drainage Area A
(from phone) (dram Form SWU-101)
II. DESIGN INFORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual field investigation and soil borings)
Soil Type
Infiltration Rate
9r "",r 44 20 inlhr or cfJbr/sf (circle appropriate units)
SHWT Elevation
t
fmsl (Seasonal High Water Table elevation)
t VeJ
Trench Design Parameters
Design Volume
to c.f.
Design Storm
% inch event (1.5 inch event for SA waters, 1 inch event for others)
Drawdown Time
_ day
Perforated Pipe Size
nt/A inch diameter
Perforated Pipe Length
VIA ft.
No. Observation Wells
U_ (may be required on a care -by -case bavis)
Stone Type (if used)
- 2 ,. /L
Stone Void Ratio
_b" �s
Trench Elevations (in feet mean sea level)
Bottom Elevation M frnsl
Storage/Overflow Elevation X .O fmsI
form Swu-107 Rev 3.99 Page 1 of 4

r,lar 16 07 02:29p
Victor White
[phone]
p.4
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
fro he provided by DWQ)
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This torn may be phorampied for use as an anginal
DWQ_Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a storolwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all sturmwater conveyances and system details.
I. PROJECT rNFORMATION
Project Name: `f --KOAT r� �1.1h� ClU
Contact Person:y l L`ToE: [TE PE Phone Number.
For projects with multiple infiltration systems, a supplement form must be completed for each system_ This
worksheet applies to: Trench s 1— 7 in Drainage Area I
/from plaay (from Form sirU-10)1
IL DESIGN Pi 1FORMATION (attach supporting calculations/documentation):
Soils Report Summary (based upon an actual Reid iirn�+vestigation nd soil borings)
Soil Type 54 l�;�SLs
Infiltration Rate c rc A;'r kk-., inlhr r cfthr/,,f (circle appropriate units)
Qt
SHWT Elevation L fmsl (Seasonal Nigh Water Table elevation)
Trench Design Parameters IltD4 LVtw�
Design Volume } �' c.f.
Design Storm I inch event (].S inch event forS,4 waters. I inch evenifor others)
Drawdown Time c7 —days
Perforated Pipe Size CS 4,, trcl inch diameter
Perforated Pipe Length flo ft.
No. Observation Wells 0 (may be required on a case -by -case basis)
Stone Type (if used') man /Jn� lyr ..ru• ${�
Stone Void Ratio 4,3j
Trench Elevations (in feet mean sea levels
Bottom Elevation 5 frnsl
Storage/Overflow Elevation _ .S fmsl
Form SWU-107 Rev 3.% Page I of 4

Mar.16 07 02:29p Victor White
[phone] p,5
french Dimensions /
Height 3.5 ft. Length
Width C,3?,i* t j' .Cl Qx_i ft. Volume Provide (o 35 cu.ft. J6 �
1II- REQUIRED ITEMS CHECKLIST 1,�" `/ Pq i °1a�r Cu,�,
�VrJ
The following checklist outlines design requirements per the Stormwater Best Management Practices manual (N.C.
Department of Environment, Health and Natural Resources, November 1995) and Administrative Code Section: t5
A NCAC 2H .I008.
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
V� a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
V b.
System is located at least 100 feet from water supply wells.
l)ul c.
Bottom of system is at least 2 feet above the seasonal high water table.
V`J d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
\) 1 e.
Off-line system, nmoff in excess of the design volume bypasses the system (bypass detail
provided).
U l f.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may he required).
g.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour.
if,j It.
System is not sited on or in fill material or DWQ approval has been obtained.
VW i.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized_
VW j.
System is sized to take into account the runoffat the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage.
VJ1 k.
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.
ll-) 1.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ).
Uai in.
Drainage area for the device is less than 5 acres.
V�J n.
A pretreatment device ( filter strip, gassed swale, sediment trap, etc.) is provided.
VLJ o.
Trench bottom is covered with a layer of clean sand to an average depth of 4 inches.
ULJ p.
Sides of the infiltration trench are lined with gcotextile fabric.
ll d q.
Rock used is free of fines (washed stone) and has a large void ratio.
/,nl r.
Side to bottom area ratio is less than 4: I.
Fonn S W U-107 Rev 3.99
Page 2 of 4

Nlar 46 07 02:29p Victor White [phone] p.6
LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P O. ecx 1190
KIT7'i HAWK. NC 27949
t PHONE:[phone]
Fax: [phone]
Croatan Surf Club - Stormwater Volume Calculations
Drainage area 1:
Area 1A:
Contributing Impervious Area = 14A41 sq. IL (part of building)
Direct storage:
80 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber
80 units x 74.9 cu. FtJ unit = 5.992 cu. Ft.
310 I.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) = 243 cu. Ft.
Total Storage, Area I = 6,236 cu. Ft
Provided storage = 6,236 cu. FU14 441 sq fL = 518" of storage provided
Area 1 B:
Contributing Impervious Area=11.343 sq. fL (part of building) + 7.226 sq. fL (pools, Deck and ramps)
= 18,569 sq. ft-
Direct storage:
48 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber „s.*•....,
`.�• .. > CAR •.
48 units x 74.9 cu. FL! unit = 3,595 cu. Ft9�lO�
v
_ ' eC SEAL yam'
342 l.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) = 268 cu. Ft
n5� 31/Va%
Total Storage, Area 1 B = 3,863 cu. Ft
R E.
��r�•pnif u�P`
Provided storage = 3.863 cu FU18 569 sq. ft = Z 5" of storage provided .

Nlar. 16 07 02:29p Victor White [phone] p.7
LANDMARK ENGINEERING & ENVIRONMENTAL„ P.C.
P.O. Box 1190
KrTTY HAWK. NC 27949
PHONE: 252.255, 5127
FAX: [phone]
Area 1C.
Contributing Impervious Area = 4,982 sq. ft (part of building)
Direct storage:
14 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber
14 units x 74.9 cu. Ft.J unit = 1,048 cu. FL
140 I.f. 12' storm pipe x 0.7854 sq. ft. (cross sectional area) = 178 cu. Ft
Total Storage, Area 1C = 1,226 cu Ft
Provided storage = 1.226 cu FU4 982 soft = 2 95" of storage provided
Drainage area 2:
Area 2:
Contributing Impervious Area = 16,412 sq. ft (uncovered parking and dumpsters)
Direct storage:
81 StOmlteCh SC-310 chambers @ 31 cubic feet storage per chamber
81 units x 31 cu. FU unit = 2,511 cu. Ft.
254 I.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) = 199 cu. FL ;; �O `'•
�'_ rcSs�'•��ti
Total Storage, Area 2 = 2 710 cu FL
SE r;
Provided storage = 2,710 cu FU15 412 sg ft — 211" of storage provided - = I(17252'
I:51
The above calculations are conservative in that they do not take into account: ''r, 0R E. to "ve
�
1.) Storage in the soil voids below the Stormceptor chambers
2.) Extremely high infiltration rates/transmissivity of soils at the site
3.) Assume 100% of runoff enters the infiltration chambers
4.) Include coverage from reserve parking and aisle in drainage area 2 which will not be installed

%lar 46 07 02:30p Victor White [phone] p.2
LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box I I9C
KITTY iiAWK. NC 2794E
PHONE: [phone]
FAX,: 252.255.C992
Croatan Surf Club — Seasonal High Water Table Determination
(From field measurements at auger !ores at site)
Boring 1:
0-2.Oft Yellowish brown fine sand (10yr 5/6)
2.0ft-7.0ft. Brownish yellow fine to medium fine sand (10yr 616)
7.0ft-20.0ft Yellowish brown fine sand (10yr 5/6) increasing shell fragments with depth
Static water surface at 55" bls
Faint seasonal high water table indicators at 51" depth
Elevation at bore = 7.2'
7.2 ft — 4.3 ft = 2.9' msl
Boring 2:
0-2.Oft Yellowish brown fine sand (10yr 5/6)
2.0ft-7.0ft. Brownish yellow fine to medium fine sand (10yr 6/6) shell fragments increasing with depth
Static water surface at 64' bls
No visible seasonal high water table indicators, estimated at 59" depth
Elevation at bore = 7.8'
7.8 R — 4.9 ft = 2.9' msl
Boring 3:
0-2.0ft Yellowish brown fine sand (10yr 5/6)
2.0ft-7.0ft. Brownish yellow fine to medium fine sand (10yr 6/6) trace shell fragments
7_oft-20.txt Yellowish brown fine sand (10yr 516) increasing shell fragments with d��pM4l"%Rp�''•.,
J••�� OFE3Slpo��'
Static water surface at 70" bls
Very faint seasonal high water table indicators at 66" depth = 3EAL
Elevation at bore = 8.4' G' ;NGINE
8.4 ft — 5.5 ft = 2.9' msl
Use 2.9' msl for SHWT ''a WFill',000
Elevations above based on NAVD 8B datum, Mean High Water for Atlantic Ocean is 0.7ft

Michael F. Easley, Governor
i
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
i
� Alan W. Klimek, P.E. Director
Division of Water Quality
March 9, 2007
Croatan Surf Club, LLC
Arm.: Clarence `Bud" Dean
808 Swamp Road
Furlong, PA 18925
Subject:
Dear Mr. Dean:
Stormwater Review SW7070301
Croatan Surf Club
Dare County
This office received a Coastal Stormwater permit application and plans for the subject project on March 6,
2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
• Please delineate the Wetlands, or add a note to plans that no wetlands exist on site;
• Please add the Signing Official's Title (Section 1.2. of the application);
• Seasonal High Water Table (SHWT) was shown to be at elevation of 2.9' in soils report, however
the infiltration supplements are showing SHWT to be at elevation of 3.2'. Please revise;
• The Infiltration Supplement for trenches 1-3 shows Design Volume to be 10,878 c.f. Not all the
storage was accounted for. Please revise;
• Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to March 19, 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 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,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Victor White, PE, Landmark Engineering & Environmental, PC
:,-Washington Regional Office
o NYhCarolina
Wurally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enr.state.naus 943 Washington Square Mall, Washington, NC 27889
An Equal OpportunitylAffirmaive Action Employer— 50% Recycled110 % Post Consumer Paper
Customer Service
1-877-623-6748

Aria
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee((),ncmail.net lRoc I1 G �
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 orpatrick.grogan(a)ncmail.net U V
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(dncmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weavef(d)ncmail.net MAR 0 3'20u7"
Project application received after 12 noon will be stamped in the following work day.
JwQ-WAR®
APPLICANT Name Clarence "Bud" Dem
Company Croatan Surf Club, LLC Address 808 Swamp Road City/State Furlong, PA Zip 18925
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO Atlantic Beach SURFACE WATER CLASSIFICATION
PROJECT Name Croatan Surf Club County Dare
PROJECT LOCATION (ADDRESS) 1319 N. VIRGINIA DARE TRAIL
ENGINEER/CONSULTANT Victor White
Company Landmark Engineering
Kitty Hawk, INC Zip 27949
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWA TER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ 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 Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No / Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No / Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ 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 # 2322 ) Total Fee Amount $ 4000
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
3/6/07
$2000
1 Variance ❑ Ma; ❑ Min
SW ®HD; ❑ LID)
3/6/07
$2000
401:
LQS
I Stream Deter,_

North Carolina Secretary of State
http: //www. secretary. state. nc. us/co rporations/Corp. aspx?Pitemld=...
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North Carolina
Elaine F. Marshall DEPARTMENT OF THE
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Corporation Names
Name Name Type
NC CROATAN
SURF CLUB, LLC Legal
Limited Liability Company Information
SOSID:
0801250
Status:
Current -Active
Date Formed:
9/7/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Evans, Charles D
Registered 201 Ananias Dare Street
Office Address: Manteo NC 27954
Registered PO Box 189
Mailing Address: Manteo NC 27954
Principal Office 808 Swamp Road
Address: Furlong PA 18925
Principal Mailing 808 Swamp Road
Address: Furlong PA 18925
I of 2 3/6/2007 10:30 AM

Type.... Network Calcs Sequence Page 2.04
Name.... Watershed Event: 10 yr
File.... I:\Projects\05103\_Engineering\Calculations\PondPak\05103_GRASS_SWALE_3.PPW
Storm... Suffolk 10yr Tag: 10 yr
NETWORK ROUTING SEQUENCE
Link Operation UPstream Node DNstream Node
__—__________________--_-_____-____
Add Hyd A 10 Subarea MOD.RAT NET 10 Pond . P 10 IN
POND ROUTE INFILTRATION AND TOTAL OUTFLOW...
Infiltration Pond P 10 IN Infilt. P 10 INK
Total Pond Outflow Pond P 10 IN Outflow P 10 OUT
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet PR 10 Outflow P 10 OUT Jot OUT 10
r
SIN: 021801007081 NSA PC
PondPack Ver. 9,0046 Time: 3:36 PM Date: 12/20/2006

:L: ar6►.P+:.1.
LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAx: [phone]
March 1, 2007
MAR 'J
Mr. Scott Vinson
R 943 Washington Washington Square Mall �V
Washington, NC 27889
RE: Stormwater Narrative for Croatan Surf Club, 1319 N. Virginia Dare Trail, Kill Devil Hills,
Dare County, NC
Dear Mr. Vinson:
Landmark Engineering & Environmental, P.C. submits this letter for the purpose of providing a
stormwater narrative along with attached calculation sheets for the above referenced project.
Stormwater storage capacity in the proposed infiltration chambers not including the underlying
soil above the seasonal high water table at the site are calculated as providing storage in excess
of the 1 inch requirement.
Stormwater runoff from impervious surfaces draining to the stormwater management system
conservatively consists of 100% of the building, asphalt concrete curbing and dumpster pads
(46,178 sq. ft.). Additionally, as requested 100% of the pool, pool decking, and access ramp
from the building to the pool area is calculated to drain to the stormwater management system
(7,226). The remaining impervious areas, dune walks, dune deck and gazebo, will infiltrate
locally.
The stormwater management system consists of a collection system of catch basins and
stormwater piping, which will convey all of runoff from impervious areas to an underground
infiltration system consisting of 142 Stormtech sc740 chambers, and 81 Stormtech sc310
chambers. Stormwater from impervious areas will sheet flow to catch basins (pavement), roof
gutter drains, (building) and a perimeter edge drain, (eastern portion of pool deck area).
Nyloplast drainage structures as well as concrete catch basins all have sumps providing
sediment traps to prevent sediment from reaching the infiltration Chambers. These sumps will
be checked and cleaned as part of routine maintenance of the system. Additionally, 4 inch
cleanouts will be installed on the first and last stormceptor in every row to provide an additional
means of cleaning out and maintaining the stormceptor system without removal of the
stormceptor chambers. This is accomplished using a vacuum truck and jetting and vacuuming
out any sediments present in the stomceptors. In the unlikely event that the stormceptors
underneath the building need to be replaced during the life of the project, they will be able to be
accessed due to the frangible nature of the concrete pavement under the building, which is not
in any way connected to the building structure above, as required by FEMA requirements in a
VE flood zone. Concrete parking slabs are to be frangible, meaning no rebar or welded wire
mesh will be present, and are installed with saw cut joints every six feet in both directions.
These slabs will be able to be removed by a "bobcat" type piece of equipment. Which would
allow access to the underlying stormceptors for replacement.

w
There are two drainage areas for this project. Drainage area 1 includes all of the building and
underlying concrete parking area as well as all of the pool area. Drainage area 1 is further
broken down into three sub areas: area 1A consists of the southwestern wing of the building,
area 1 B consists of the eastern wing of the building and the entire pool area, and 1 C consists of
the northwestern wing of the building. Drainage area 2 consists of all uncovered parking areas
(including those areas listed as reserve, which will not be installed, but are required to be shown
and included in coverage requirements per the Town of Kill Devil Hills), and dumpster pads.
Based on the attached calculation, the system conservatively provides well in excess the
NCDE&NR's requirement of storing one inch of runoff over all impervious surfaces
Thank you for your time and attention to this matter. Please feel free to contact me at (252) 255-
5127 with any questions you may have or additional information you require.
Respectfully Submitted,
Landmark
Xhite,P
Engi eying..& Environmental, P.C.
Victor E.

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. BO1190
A
Kirry HAWK,
K, NC 27949
PHONE:[phone]
4K FAX: [phone]
Croatan Surf Club - Stormwater Volume Calculations
Drainage area 1: REMOVED
Area 1A: I .
Contributing Impervious Area=14,441 sq. ft (part of building) MAR-0 6' 2007
Direct storage: D Y � Q- ARO
80 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber
80 units x 74.9 cu. Ft./ unit = 5,992 cu. Ft
310 I.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) = 243 cu. Ft.
Total Storage, Area 1A = 6,236 cu. Ft
Provided storage = 6,236 cu. Ft/14,441 sq. ft = 6.18" of storage provided
Area 1 B:
Contributing Impervious Area=11,343 sq. ft (part of building) + 7,226 sq. ft (pools, Deck and ramps)
=18,569 sq. ft
Direct storage:
48 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber
48 units x 74.9 cu. Ft./ unit = 3,695 cu. Ft
342 l.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) = 268 cu. Ft
Total Storage, Area 1 B = 3,863 cu. Ft
Provided storaae = 3,863 cu. Ft/18,569 sq. ft = 2.5" of storage provided

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK. NC 27949
PHONE: [phone]
FAX: [phone]
Area 1C:
Contributing Impervious Area = 4.982 sq. % (part of building)
Direct storage:
14 Stormtech SC-740 chambers @ 74.9 cubic feet storage per chamber
14 units x 74.9 cu. Ft./ unit =1,048 cu. Ft.
140 I.f. 12' storm pipe x 0.7854 sq. ft. (cross sectional area) =178 cu. Ft.
Total Storage, Area 1C = 1.226 cu. Ft
Provided storage = 1,226 cu. Ft/4.982 sq. % = 2.95" of storage provided
Drainage area 2:
Area 2:
Contributing Impervious Area = 15.412 sg. ft. (uncovered parking and dumpsters)
Direct storage:
81 Stormtech SC-310 chambers @ 31 cubic feet storage per chamber
81 units x 31 cu. Ft./ unit = 2.511 cu. Ft.
254 I.f. 12" storm pipe x 0.7854 sq. ft. (cross sectional area) =199 cu. Ft
Total Storage, Area 2 = 2.710 cu. Ft.
Provided storage = 2,710 cu. Ft.115.412 sq. ft = 2.11" of storage provided
The above calculations are conservative in that they do not take into account:
1.) Storage in the soil voids below the Stormceptor chambers
2.) Extremely high infiltration rates/transmissivity of soils at the site
3.) Assume 100% of runoff enters the infiltration chambers
4.) Include coverage from reserve parking and aisle in drainage area 2 which will not be installed

LANDMARK ENGIN&ERING & ENVIRONMENTAL, P.C.
VVI
P.O. Box 1190
D-Q+` `` KITTY HAWK, INC 27949
-VVAf?® PHONE: [phone]
FAX: [phone]
Croatan Surf Club — Seasonal Hiah Water Table Determination
(From field measurements at auger bores at site)
Boring 1
0-2.0ft Yellowish brown fine sand (1 Oyr 5/6)
2.Oft-7.Oft. Brownish yellow fine to medium fine sand (10yr 6/6)
7.0ft-20.0ft Yellowish brown fine sand (10yr 5/6) increasing shell fragments with depth
Static water surface at 55" bls
Faint seasonal high water table indicators at 51" depth
Elevation at bore = 7.2'
7.2ft-4.3ft=2.9'msl
Boring 2:
0-2.0ft Yellowish brown fine sand (1 Oyr 5/6)
2.0ft-7.0ft. Brownish yellow fine to medium fine sand (10yr 6/6) shell fragments increasing with depth
Static water surface at 64" bls
No visible seasonal high water table indicators, estimated at 59" depth
Elevation at bore = 7.8'
7.8 ft — 4.9 ft = 2.9' msl
Boring 3:
0-2.0ft Yellowish brown fine sand (1 Oyr 5/6)
2.Oft-7.Oft. Brownish yellow fine to medium fine sand (10yr 6/6) trace shell fragments
7.0ft-20.0ft Yellowish brown fine sand (10yr 5/6) increasing shell fragments with depth
Static water surface at 70" Us
Very faint seasonal high water table indicators at 66" depth
Elevation at bore = 8.4'
8.4 ft — 5.5 ft = 2.9' msl
Use 2.9' msl for SHWT
Elevations above based on NAVD 88 datum, Mean High Water for Atlantic Ocean is 0.7ft

Croatan Surf Club
Croatan Surf Club, LLC
C/O Clarence Dean
Dare County
Express Permit Review Program
Page One
Project setting
Roxanne D. Doorman with Atlantic Environmental Consultants. LLC, on behalf of Clarence
Dean with Croatan Surf Club, LLC, has requested the attached application be processed underthe
Express Permit Review Program, for the construction of 36-unitcondominium building under the
name of the Croatan Surf Club.
The property is located at 1319 North Virginia Dare Trail in the Town of Kill Devil Hills, on NC
Highway 12 adjacent the Atlantic Ocean in Dare County, North Carolina. The proposed project site
comprises ±2.8 acres and is the old Quagmires Restaurant and Lounge site. The project site is
within the Ocean Hazard Area of Environmental Concern (AEC) as identified in North Carolina
Administrative Code 15A NCAC 07H.0304. All development within this area is subject to
authorization by the Division of Coastal Management.
The property is ±200' wide by ±610' deep. The old restaurant and lounge have been
removed with ±11,794 ft2 of concrete and gravel parking area and a section of retaining wall in the
area of the old restaurant remaining. The only other structure on the site is a chain link fence along
the road frontage, property lines and at the landward toe of the primary dune to prevent access to
the site. The majority of the site was cleared when the building was removed and most of this area
is void of vegetation. Some upland grass is present adjacent NC 12 and several yucca and cactus
plants are located along the north property line at the west end of the site near NC 12. The land
disturbance on the site ends at the 145' AEC line. As you move east towards the ocean, a ±70' wide
area is undisturbed up to the landward toe of the dune. This area is vegetated sporadically with
upland grass and Spartina patens. The dune has a base width of ±90', top width of ±45', is ±26'
high and is considered a primary dune. It is vegetated with American beachgrass and S. patens.
The waterward side of the dune has a ±3' cut face and this is also the first line of natural stable
vegetation as delineated by Lynn Mathis of DCM on 19 January 2007. The beach is ±30' to the
normal high water mark at this location.
The project site is bordered on the north (upstream) side by the Sea Oats condominium
complex. A wooden privacy fence runs the length of this adjoining property along the property line.
The project site is bordered on the south (downstream) side by a relatively new 12 bedroom single-
family residence that was constructed well landward of the existing setback for this area. A PVC
privacy fence runs the length of this adjoining property along the property line. Both adjoining
properties have wooden walks over the dune to access the beach area.
The Atlantic Ocean is classified as SB by the Environmental Management Commission and
is open to shell fishing.
Project description
The applicant proposes to construct a 36-unit (30,766 ft2) condominium building on the site.
Seven of the units will be 2 bedroom and the remaining 29 units will be 3 bedroom. The structure
will be four stories tall including the ground floor concrete parking level. The proposed structure will
be located immediately landward of the large structure setback line which is 120' at this location.
The building will be constructed in a J shape with the bottom of the J facing the ocean. A covered
pool is proposed in the open interior area of the building. Two asphalt driveways will give access to
the uncovered asphalt parking areas as well as to the concrete parking area under the building and
create a circular or looped traffic pattern on the site.

Croatan Surf Club
Croatan Surf Club, LLC, C/O Clarence Dean
Dare County
Express Permit Review Program
Page Two
In the 60' wide small structure setback area between the proposed building and the
landward toe of the primary dune, the applicant proposes to construct a recreation area divided into
three sections. A main outdoor pool with an ±8' wide concrete apron section will take up most of the
area with a kiddie wading pool area with an ±5' wide concrete apron on the north end and a spa with
an ±5' wide concrete apron on the south end. Freestanding bathrooms are proposed adjacent the
kiddie pool and the spa areas. The three sections will be separated by vegetated landscaped areas
that are 4' to 5' wide. The three pool areas described above will impact ±7,226 ft2 of area including
the decks and access ramps.
Access to the beach will be via two 4' wide wooden ramps that will originate at either end of
the main pool area and connect along the landward crest of the dune. Two - 5' wide by 25' long
wooden decks are proposed adjacent the walkway along the landward crest of the dune. A single 4'
wide wooden walkway will project perpendicular to the crest of the dune with steps to access the
beach. A gazebo (±170 ft2) is proposed adjacent the beach access walkway on the waterward crest
of the dune. The total impact of the wooden walkways with decks and gazebo is ±1,273 ft2 and will
be elevated above the existing vegetation.
The applicant proposes to install a Stormtech Infiltration Trench System for stormwater
control. The bulk of this system will be installed under the proposed building beneath asphalt
parking, with a portion being install under the proposed asphalt parking area between the new
building and NC 12. A L.L.P. wastewater system including Advantex treatment units is proposed to
handle wastewater.
Anticipated impacts
The project as proposed will result in the disturbance of ±92,000 ft2 of uplands as a result of
the development activities. The project as proposed will result in construction of ±8,594 ft2 (29.7%)
of impervious surface within the Ocean Hazard AEC associated with the construction of a portion of
the condominium, as well as the outside pools with concrete aprons. The construction of the beach
access will impact ±1,273 ft2 of dune structure. The structure as proposed will create a negative
visual impact for the existing structure on the southern side.
David W. Moye — 21 March 2007

DIVISION 'OF, COASTAL MANAGEMENT Mrl
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Croatan Surf Club, for Croatan Surf Club, LLC C/O Clarence Dean
2. LOCATION OF PROJECT SITE: Adjacent the Atlantic Ocean on NC 12 (1319 North Virginia Dare
Trail) in Kill Devil Hills in Dare County, North Carolina
Photo Index - 2006: N/A 2000: N/A 1995: 185-1934; S-19,29, T-19,20 1989: 142-39; N-14,0-14
State Plane Coordinates - X: 2,986,600 Y: 845,800 GPS Rover File: U022610B
Kitty Hawk Quad. (lower right comer)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/26/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 03/06/2007 (returned) 03/21/2007 (complete)
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kill Devil Hills
Land Classification From LUP - Developed (land), Conservation (AEC)
(B) AEC(s) Involved: Ocean Hazard
(C) Water Dependent: NO
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - LLP wastewater system
(F) Type of Structures: Existing - concrete and gravel parking, retaining wall, and fence
Planned - 36-unit Condominium building, paved parking; 3 pools, spa,
and beach access with gazebo
(G) Estimated Annual Rate of Erosion: 2.0'
Source - DCM erosion rate map
7. HABITAT DESCRIPTION:
(_AREA] ,
DREDC;FD FTLIRT) nTNFR
(_A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other
Highground
-92.000 fi'
(D) Total Area Disturbed: =2.11 acres (t92,000 sq. fr.)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a 36-unit condominium building with paved
parking, three pools, a spa, wooden access to the beach, and a LLP onsite wastewater treatment
system.

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
March 19, 2007
David Moye
N.C. Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Dear Ms. Moye,
This letter is with reference to your letter dated March 7, 2007 concerning additional
information requested for the Express CAMA Major Permit Application and plats for
Croatan Surf Club, LLC c/o Mr. Clarence "Bud" Dean proposing to construct a 36 unit
(101 bedroom) condominium complex "Croatan Surf Club" adjacent to the Atlantic
Ocean in Kill Devil Hills, Dare County, North Carolina.
Enclosed are the corrected MP forms and project narrative to include all information you
have requested.
I have attached an "Attachments" sheet which lists all enclosures.
Please do not hesitate to contact me if you have any questions 252-261-7707
..Sincerely
l -
-�04
Roxanne D. Dorman
Encl.: a/s

ENCLOSURES:
Croatan Surf Club — CAMA Major Permit (Express)
March 16, 2007
Completed MP-1 (pages 1-4)
Completed MP-3 (pages 1-3)
Project narrative (pages 1-3)
Letter from Town of Kill Devil Hills Planning Department

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
March 1, 2007
David Moye
N.C. Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Dear Ms. Moye,
This letter is with reference to the enclosed Express CAMA Major Permit Application and
plats for Croatan Surf Club, LLC c/o Mr. Clarence "Bud" Dean proposing to construct a
36 unit (101 bedroom) condominium complex "Croatan Surf Club" adjacent to the
Atlantic Ocean in Kill Devil Hills, Dare County, North Carolina.
Proposed project includes the construction of a 36 unit condominium complex including
three pools, decks, walkway and gazebo. This project also includes an on site LPP
wastewater system and underground utilities. This project has been approved by the
Town of Kill Devil Hills Planning Department. This project has previously been reviewed
by Lynn Mathis N.C. Division of Coastal Management Elizabeth City since August 17,
2006. Since the project has been held up from town review since August 2006, the
property owner would like to obtain an Express Permit to meet the towns requirements,
as quickly as possible. Ms. Mathis has visited this site with our staff on several
occasions; one of which was to restake the First Line of Stable Natural Vegetation
(FLSNV) on January 30, 2007, after the most recent winter storm.
I have attached an "Attachments' sheet which lists all enclosures.
Please do not hesitate to contact me if you have any questions 252-261-7707
Sincerely,
Roxanne D. Dorman
Encl.: a/s

ENCLOSURES:
Croatan Surf Club — CAMA Major Permit (Express)
March 1, 2007
Completed MP-1 (pages 1-4)
Completed MP-3 (pages 1-3)
Project narrative (pages 1-3)
Site plan with stormwater, topo, and profile (sheet C 1)
Site plan with proposed structures (sheet C2)
Side view of proposed structure with elevations (Cahoon & Kasten Architects)
Aerial (Dare County GIS) with existing structures adjacent to project area
Certified Mail Receipt Cards (2)
Adjacent landowner notification letters
Authorization from property owner for AEC to apply for permits
AEC Hazard Notice
Copy of Recorded Deed
Application fees paid with combined check from Landmark Engineering
For $4,000.00

PROJECT NARRATIVE
CAMA MAJOR PERMIT — Croatan Surf Club, LLC — Clarence "Bud" Dean
Kill Devil Hills, Dare County, North Carolina
Introduction and History of Proiect
The proposed multi -family units project is located on 2.8 acres (4 lots) at 1323 N.Virginia
Dare Trail, in Kill Devil Hills, Dare County on the Atlantic Ocean. The proposed project
includes the construction of a condominium complex "Croatan Surf Club" (101 bedroom
complex) with onsite L.P.P. septic system, parking and utility. This site was the former
site of Quagmires Restaurant and Lounge. The former structures have been removed
from this site excluding concrete and gravel parking, and concrete retaining wall. This
project has been approved by the Town of Kill Devil Hills Planning Department.
N.C. Division of Coastal Management, Lynn Mathis established the first line of stable
natural vegetation (FLSNV) at this site on 1/30/07. The annual erosion rate for this area
is two feet per year. The proposed project was designed to be consistent with
071-1.0306(a)(3). The site is currently zoned Ocean Impact Residential. This site is
currently located in NFIP Flood zone VE (EL. 12', NAVD 88 DATUM).
Existing Conditions:
Site was previously developed with a restaurant, concrete and gravel parking. There are
currently no existing structures at this time. Existing impervious areas include the
existing concrete and gravel parking area (11,794 s.f). The existing grade is 14.5 feet at
the large structure setback. The existing grade at the small structure setback is 14.2
feet. The existing Primary dune elevation is 26'. First line of Stable Natural Vegetation
(FLSNV) is currently at the top of the dune and was restaked by Lynn Mathis of N.C.
Division of Coastal Management on 1-19-07, after a Fall storm. The 145' CAMA AEC
line is 25' west of the 120' large structure setback. Existing vegetation consists of
American beach grass, wire grass, dune grasses and flowers. Adjacent riparian
properties are Sea Oats Condominium Complex (north) and a 14 bedroom dwelling
(south).
Proposed Project and Construction Methods
The proposed project includes the construction of a three story condominium complex .
"Croatan Surf Club" consisting of 7 two -bedroom units and 29 three -bedroom units with
underneath parking. A covered pool is proposed in the center of the building with a pool
fence around the piling supported roofed perimeter. A main outdoor pool, wading pool
and spa with concrete decking (7,226 s.f.) are proposed east of the proposed building.
Open landscaped areas are located outside the pool bibs. East of the pool area are two
four foot wide (north and south) ramp walkways to access two decks, a gazebo, walkway
and stairs to access the beach (1,273 s.f. decking including 170 s.f. gazebo). Open
asphalt parking/curbing, and one concrete dumpster pad (15,412 s.f.) is proposed for the
condo -complex (excluding underneath parking). An on site L.P.P. wastewater system is
proposed with a repair area, west of the proposed condo -complex to include Advantex
treatment units (607 s.f.).

(Croatan Surf Club — pg. 2)
The structure proposed is a three story wood frame structure (30,766 s.f.) on a concrete
piling foundation with ground level parking (entrance and parking 14,878 s.f). Ground
level concrete parking area includes 101 parking spaces (includes 10 space reserve). A
detached outdoor main pool, spa, and wading pool with concrete deck (7,226 s.f.) is
proposed eight (8') feet from the structure accessed by a detached handicap ramp and
walkway (330 s.f.). Two four foot elevated walkways accessing two decks (125 s.f.
each), a gazebo (170 s.f.) with one four foot walkway and stairs to access the beach. An
on site L.P.P. wastewater system will be installed to service the 36 unit (101 bedrooms)
complex. The proposed L.P.P. wastewater system and repair area will be located west
of the proposed structure. A concrete pad for one dumpster is proposed on the west
side of the complex (285 s.f.). Stormwater will be handled using subsurface "Stormtech"
infiltration trench system (223 "Stormtech" chambers to be placed under concrete
parking areas).
The existing grade is 14.5 feet at the large structure setback. The existing Primary dune
elevation is 26'. The existing grade at the small structure setback is 14.2 feet (also toe
of Primary dune). Site (excluding dunes) will be graded and smoothed with a frontend
loader with a box blade to a final grade of 14.5 feet at the east end of the building, and to
a final grade of 10.5 feet at the west end of building, and to a final grade of 7.0 feet
towards Highway 12 (Virginia Dare Trail). Concrete will be trucked in from a commercial
source to pour the concrete slab for the proposed building. The remaining portion of the
vegetated frontal dune will be left undisturbed; excluding the construction of a gazebo
(170 s.f.) elevated walkways, decks (2) and walkway to access the beach (1,103 s.f.).
Total square footage of wood walkway and decking with shower 1,073 s.f. (excluding
gazebo (170 s.f. impervious due to roofing)). Dune top wood walks, shower, decks and
gazebo will be elevated above existing vegetation and shall not alter dune elevation. A
crane, and other heavy equipment will be utilized to construct the condominium complex,
which will be stored on site while construction takes place. The proposed condominium
complex structure will be constructed at the large structure setback. Site is currently
located in NFIP Flood Zone VE (El. 12', NAVD 88 DATUM). Existing Primary dune
elevation is 26'. Site zoning is Ocean Impact Residential. Utilities serving this site will
be placed underground. Decking, gazebo and wooden walkways will be constructed
using hand tools.
Total impervious areas proposed:
Building Area 30,766 s.f.
Asphalt paving/curbing & dumpster pads 15,412 s.f.
Main pool, wading pool, spa_, decks & ramps 7,226 s.f.
Avantex treatment units 607 s.f.
Gazebo 170 s.f,
Total Impervious Area Proposed for Project: 54,181 s.f.
Percent lot coverage = 53.86% (allowed 55%)
Note: site plan notes include decking as coverage according to town requirements
Total area disturbed for proposed project - (-200' x 460') = 92,000 s.f.

(Croatan Surf Club — pg. 3)
Total slatted decking:
Walkways, decks, shower .................................. 1,103 s.f.
Existing impervious areas include:
Concrete parking area 8,497 s.f.
Gravel parking area 3.297 s.f.
, Total existing impervious surfaces 11,794 s.f.
(To be removed after used for construction staging)

DO MP-1
APPLICATION for
Dior Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (if applicable)
Croatan Surf Club, Llc C/O Clarence Dean
Croatan Surf Club
- AEC#06-014
Applicant 1: First Name
MI
Last Name
Clarence
Dean
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
808 Swamp Road
Furlong
PA
ZIP
Country
Phone No.
FAX No.
18925
USA
215-598-3939
ext.
not available- -
Street Address (if different from above)
City
State
ZIP
Email
not available
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, LLC
Agent/ Contractor 1: First Name
MI
Last Name
Roxanne
D
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Douglas
A
Dorman
Mailing Address -
PO Box
City
State
P.O. Box 3266
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252-261-7707
ext.
252-202-3312 ext.
FAX No.
Contractor #
252 262 2965
Street Address (if different from above)
City
Stale
ZIP
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Dare County
1319 N. Virginia Dare Trail
Hwy 12
Subdivision Name
City
State
Zip
Baum Beach
Kill Devil Hills
NC
27948 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
1, 2, 3, 4,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
PA5QoI)T 0,J(�_ _)'CuC�e 8gS-IK�
Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed site.
®Natural []Manmade ❑Unknown
project
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Kill Devil Hills
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
200 feet
2.83 acres
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
0.72 ac., 0.68 ac., 0.70 ac, 0.68 ac.
NWL (normal water level)
(If many lot sizes. please attach additional page with a list)
7' - 25' ®NHW or ❑NW L
e. Vegetation on tract
American beach grass, wire grass, dune grasses and flowers
I. Man-made features and uses now on tract
manmade features previously removed excluding a portion of concrete parking, wooden fencing on north and south
boundaries and north retaining wall
g. Identify and describe the existing land uses adjacent to the proposed project site.
developed single-family residential and multi -family residential (residential condo)I
In. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Ocean Impact Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No -
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes [:]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
old wastewater system was previously removed to be replaced with a new wastewater system for seven (7) two bedroom
units and 29 three bedroom units
o. Describe existing drinking water supply source.
Dare County Municipal
p. Describe existing storm water management or treatment systems.
None at this time. The proposed stormwater system will be a "Stormtech" infiltration trench system (223 "Stormtech" chambers
to be placed under concrete parking areas).
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
To construct a multi unit condominium complex for seasonal rentals (single-family residence)
with on site LLP wastewater
system, and underground utilities.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
See project narrative
d. List all development activities you propose.
Construction of a condominium complex with swimming pools, spa, decking and gazebo, to include stormwater
e. Are the proposed activities maintenance of an existing project, new work, or both?
new
f. What is the approximate total disturbed land area resulting from the proposed project?
-58246 s.f. ❑Sq.Ft or ❑Acres
CYZ UU(-
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff
i. Will wastewater or stormwater be discharged into a wetland?
❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ❑NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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. -
Name Sea Oats Property Owners c/o Adlam Ventures Phone No.
Address P.O. Box 2391, Kitty Hawk, NC 27949
Name Jitendra Swarup Phone No.
Address 109 Shoal Way, Chesapeake, VA 23320
Name - Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Demolition Permit from the Town of Kill Devil Hills
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and iniet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
to Enter on
i unaerstana tnat any permit issued in response to this application will allow -only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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 inforr"tion 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.
Date 3-01-07� -hn ( Print Name -Roxanne Dorman
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Form ®CM 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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
One Condominium Complex including attached covered
pool, wastewater system, outside swimming pools, spa,
decking, concrete walkway, dumpster pad, gazebo,
wastewater units and decking
c. Density (give the number of residential units and the units per
acre).
36 units/12.86 units per acre
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(ii) If yes, list the date submitted: In the process of being
submitted by Landmark Engineering
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
8,594 s.f. = 29.7%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
55%
j. Describe proposed method of sewage disposal.
Proposed L.L.P wastewater system
I.. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
surface runoff
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
92,000 s.f.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt paving/curbing _
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(if) If yes, list the date submitted: submitted by Landmark
Engineering_March 6, 2007
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.

_..�v ) d),�. ;4' -,f, .��: L 4 'z
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Dare County Water
o. When was the lot(s) platted and recorded?
1956
31=0/ "3
i
Date
Croatan Surf Club
Project Name
Roxanne Dorman
,,.rC plican Name },
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes [-]No ❑NA

nEc»tur or
Plarmin( and s„ perrieo
L-REC LOY
pb,ann
SHANDA ❑.4VE\P0R.1'
(=Ar EUbrenk=t otfcar
L$CrA'UX!l) iE
$=Dir;
NANCY Mf -LER
Vareh 16, 2007
irlr. Clarenca "Oud" Dean
808 Swamp Road
F.irinng, PA 1 R925
Ai ihunt
Mariner N-mac,
MERE')" CH GUNS
,�qy .Zor ny Ad 1wiSb%=�
DONNA I-LL10"
THE TOWN OF HILL DEVIL HII.LS Bi TTLln CHF
h1.477 LC1WC f iER
NORTH CAROL INA P'1' VIN ROUN'rltEe
PLANNING DEPARTMENT
Suhjc-cE C:roasan Surf Club: Y_oposed 36•unit 60,162 square foot residential multi family dr.eicpment.
The site le located at 13 79 N. ViTgil»a Dare Trail in the Ocean Impact Residential Lone. (P n
7988411653031,9R541564481g,989415643967)
Dear Mr. fiean:
On March 12, 2007, the Board ofCommiaslonors approved the above referenced site plan wA the following
condiriors:
1. All construction including acccssu:y srructures shall be in compliance with stwuhu-ds for com.mcttan as
oulli .ed in the F EMA Coas-:a' Cunstuetien Manual including Technical Bulletin,', NC Stzte Bc(%dir.g
Code. <.nd Chapter 151 Flocd Darnage Prevention Or&ttknce.
Addross comments provide by Rick Heppert, Fire Marshal ir. his moaio of Fobnrsry 2", 2C07 regarding
emergency aocess and ti:'e lanes.
3 AddTess comments provided by 91cvc Albright. Assista :. Pub!ic Sery ccs Director, in N men',orand rm
dated A•farcb 2, 2007 regarding water service.
(?nee a site elan iraa the Board of Commissioners approval, a building inspeciur may issue a building perrnt
dir_i:)g the hest three hundred and sS:ry•five l36E) days, prosnded that all othe.: equire. ents and othc. applicable
Town urdurancas are mcl. if a btuldin); ptnnit s not sectued within 365 days from final approval of the site plan,
Iiie site Plan approval expires and you mus'. resubmit the site plan for review by the Plamring Board and Board of
C"mrnissioncrs.
P;easc submit =-ve. (Sr topics of ills sate plies addressing the above cnnditionc, two (2) sets of building plans,
Health Depatunent app:oval, and additional riq.r:e'ed supplemental apprcva!s to the Parsing LPecarttnCEA prior to
unp'icatiue .'or a building per_=t.
l.f'yuu require. ful they a.ssiAxnee, p:eaae do not hcsitaie to Contact me at (252j 449-5315 or at.
Regard~,
3handaN. Davenport, Planner
c: hfr. -v)ctor Whitt. PE
Mr. Mark Kasten
F.' PI_+N-?Croasm 3udi Lr• ..:,,..•.h:
0' low F.aN Unv: • -'U Boa '7;^. • Kill Uc,d Hills. NC 27913 • (2S21' 4:Si-S3'. • Faa (252) 441 4:0;
Cl Z660.95Z (ZSZ,' 91'LIM 10PA e,!g::t CO 6. 'NVv

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949 :,,,` `` ``''�`
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
August 17, 2006
Jitendra Swarup
109 Shoal Way
Chesapeake, VA 23320
Dear Mr. Swarup,
RECEIVED
NC DENR
FEB 9 2001
COASIX MANAGEMENW
Eftaboth CNy
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for Croatan Surf Club, LLC (Clarence Dean) who owns property adjacent to your
property on the Atlantic Ocean in Kill Devil Hills, Dare County, North Carolina. Mr.
Dean is proposing to construct a 39 bedroom condominium complex "Croatan Surf
Club" adjacent to the Atlantic Ocean. This letter serves as notification to you of the
proposed activity for this project adjacent to your waterfront property.
Proposed activity includes construction of a 39 bedroom condominium complex with an
L.P.P. on site wastewater system, parking, health club, swimming pools, spa, gazebo,
decking and walkway. This project also includes Advantex treatment units and concrete
pad for dumpsters.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
"SineeTly,
Roxanne D. Dorman
Enc.: a/s
SIGNATURE DATE

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
August 17, 2006
Sea Oats Property Owners c/o Adlam Ventures
P.O. Box 2391
Kitty Hawk, NC 27949
To Whom It May Concern:
RNC DENBD
FEB 9 2007
COASTAL I'VANAGERIJENT
FllzabGth C14t
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for Croatan Surf Club, LLC (Clarence Dean) who owns property adjacent to your
property on the Atlantic Ocean in Kill Devil Hills, Dare County, North Carolina. Mr.
Dean is proposing to construct a 39 bedroom condominium complex "Croatan Surf
Club" adjacent to the Atlantic Ocean. This letter serves as notification to you of the
proposed activity for this project adjacent to your waterfront property.
Proposed activity includes construction of a 39 bedroom condominium complex with an
L.P.P. on site wastewater system, parking, health club, swimming pools, spa, gazebo,
decking and walkway. This project also includes Advantex treatment units and concrete
pad for dumpsters.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,
Roxanne D. Dorman
Enc.: a/s
SIGNATURE
DATE

RECEIVED
ANC PENR
FEB 9 2007
COASTAL��ANAGEM€NIT
Elizabsfh CihP
Clarence Dean
c/o Croatan Surf Club, LLC
808 Swamp Road
Furlong, PA 18925
I, Clarence Dean authorize Atlantic Environmental Consultants, LLC (AEC) to
apply for environmental permits on the behalf of Croatan Surf Club, LLC for
property in Kill Devil Hills, Dare County, North Carolina.
<'j L
AUTHORIZ ION
DATE I

AEC HAZARD NOTICE
Project Is In An: Y Ocean Erodible Area _ High Hazard Flood Area _ Inlet Hazard Area
Date Lot Was Platted: 1C1 E1P
This notice is intended to make you, the applicant, aware
of the special risks and conditions associated with
development in this area, which is subject to natural
hazards such as storms, erosion and currents. The rules of
the Coastal Resources Commission require that you
receive an AEC Hazard Notice and acknowledge that
notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alteration are designed to minimize,but
not eliminate, property loss from hazards. By granting
permits, the Coastal Resources Commission does not
guarantee the safety of the development and assumes no
liability for future damage to the development.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual ocean
erosion rate for the area where your property is located is
9 feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as
much as �10 feet landward in a major storm.(VE Zwr,e)
The floodwaters in a major storm are predicted to be about
feet deep in this area.
Preferred oceanfront protection measures are beach
nourishment and relocation of threatened structures.
Hard erosion control structures such as bulkheads,
seawalls, revetments, groins, jetties and breakwaters are
prohibited. Temporary devices, including sand bags, may
be allowed under certain conditions.
This structure shall be relocated or dismantled within two
years of becoming imminently threatened.
The applicant must acknowledge this information and
requirements by signing this notice in the below space.
Without the proper signature, the application will not be
complete.
Appli ant's Signature
8114
Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive
storms and erosion. Permits issued for development in this
area expire on December 31 of the third year following the
year in which the permit was issued. Shortly before work
begins on the project site, the Local Permit Officer will
determine the vegetation line and setback distance at your
site. If thepropertyhas seen little change and theproposed
development can still meet the setback requirement, the
LPO will inform you that you may begin work. It is impor-
tant that you check with the LPO before the permit expires
for official approval to continue the work after the permit
has expired. Generally, if foundation pilings have been
placed and substantial progress is continuing, permit
renewal may not be necessary. If substantial progress has
not been made, the permit must be renewed and a new
setback line established. It is unlawful to continue work
after permit expiration without this approval.
For more information, contact:
Local Permit Officer
P O- c3ax 1 r7 i q
Address
«.-I l l _�)eC); 14I (1 S
Locality
( 2S z) L4 L4 9 - 5 —1-D 10
Phone
iit: o
RECEIVED
NC DENR
FEB ° 2007 l
COASTAL MANAGEMENT
Elizabeth C Hy
Revised 11193

Map Output Page 1 of 1
littp://darecis. darenc.com/servlet/com.esri.esrimap.Esrimap9ServiceName=flood&CiientV... 2/23/2007

GAZEBOAALI AY X-SECTION
N.T.S.
NOTES: GAZEBO NOT TO EXCEED 170 SF
F-4'----y
ABOVE
TYPICAL WALK
1fAY CROSS SECTION
N.T.S.
CROATAN SURF CLUB
GAZEBO AND WALKWAY DETAILS
KILL DEVIL HILLS - DARE COUNTY - NORTH CAROLINA
NTS 0' NTS NTS NTS
ATLANT/C &P RONMMUL CONS(MLTANTS, LLC
GRAPHIC SCALE 1'= NTS P.O. BOX MSS,, AMY MW,, NC MO
7511761-7707. a -mall mrdMnnnAml/ -