SW7040628_HISTORICAL FILE_20200415

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATES
YYYYMM DD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
Waves Village, LLC
Attention: John M. Harris, Manager
P.O. Box 1839
Nags Head, NC 27959
NORTH CAROLINA
Environmental Quality
April 15, 2020
Subject: Stormwater Permit No. SW7040628 Renewal
Waves Village Shopping Center
High Density Stormwater Project
Dare County
Dear Mr. Harris:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7040628 for a stormwater treatment system consisting of an
infiltration basin serving the Waves Village Shopping Center located at 24502 NC 12
HWY in Rodanthe, NC expires on October 9, 2020. 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.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
httpsiJJdeq.pfabout di see -min a - a - e er - ral- -
rules /stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the permittee/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 forms. You can request a copy by e-mailing me at roge,r.thorpe@ncdenr_.gQV.
Sincerely,
Rog7�C.
rK. Thorpe
Environmental Engineer
E
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
�w Owwp\ r 252.946,6481

MCDENR
&ja ��
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins Dee Freeman
Governor Director Secretary
July 14, 2009
Mr, John Harris, Managing Member
Waves Village, LLC
PO Box 1839
Nags Head, NC 27959
Subject: Approved Plan Revision
Waves Village Shopping Center
Stormwater Project No. SW7040628MOD
Dare County
Dear Mr. Harris:
On July 8, 2009, the Washington Regional Office received a plan revision for Stormwater Management
Permit Number SW7040628MOD. The revisions include the improvements to increase the pool size and deck
area. There are no changes to the built upon area from the original permit issued on May 1, 2008. It has been
determined that a formal permit modification is not required for the proposed changes. We are forwarding you
an approved copy of the revised plans for your files. Please add the attached plans to the previously approved
plan sheets.
Please be aware that all terms and conditions of the permit issued on May 1, 2008 remain in full force
and effect. Please also understand that the approval of this revision to the approved plans for the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted to and
approved through the Division of Water Quality prior to construction. The issuance of this plan revision does
not preclude the permittee from complying with all other applicable statutes, rules, regulations or ordinances
which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sinc rely,
Scott Vinson
Environmental Engineer U
AMsv: S:IWQSISTORMWATERIPLANREVISIONS1SW7040628M:
CC' Victor White, PE — Landmark Engineering & Environmental, PC
Dare County Building Inspections
Dgg g Huggett, DCM
L,-Washington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Inlerpet: vrww.ncwaterqualily.org
Phone. 252-94M481 L FAX: [phone]
FAX: [phone]
NorthCarolina.
An Equal Opaceunily 1 Affirmative Adon En1dover

LANDMARK ENGINEERING & ENVIRONMENTAL, P.G.
MAILING: P.O. BOX 1 1 90 • KITTY HAWK, NC 27949
PHYSICAL: 8460 CARATOKE HWY. - SUTE 202 • POWELLS POINT, NC 27966
' PHONE: [phone] • FAX., 252,491.2285 • EMAIL: [e-mail]
ri
June 29, 2009
1'
Mr. Scott Vinson
NCDE&NR
Division of Water Quality L 'r
943 Washington Square Mall #
Washington, NC 27889 'Pgoa
Re: Waves Village Shopping Center
Rodanthe, Dare County County, NC
Express Review for Stormwater Management Plan Refinement
Dear Mr. Vinson:
On behalf of Waves Village, LLC, Landmark Engineering & Environmental, P.C. submits for your
review and approval, an Express Review Stormwater Management Plan refinement package containing
the following:
1.) Check payable to NCDE&NR in the amount of $500.00.
2.) Two sets of Plan sheets and details (Sheets CI, C2 , C3 and C4).
As per our conversation a few of weeks ago, Coastal management is requesting a sign off from DWQ for
the site plan change. The change involves a enlarged pool and associated decking in the CAMA AEC
zone. The stormwater permit that was previously issued for the site included in the built upon
impervious area a large area (approximately 7,000 sq. ft.) of uncovered and elevated wooden decks
associated with Retail buildings A and B. The new pool configuration increases the pool surface area
from 600 sq. ft. to 960 sq.ft., and increases the pool decking from 1568 sq, ft. to 3,540 sq.ft. The new
pool decking consists of 480 sq.ft. Of elevated wood decking, with the remainder of the pool decking
constructed out of concrete pavers. This results a net increase in impervious coverage of 1,492 sq. ft.
without accounting for the reduction in coverage of the pool deck since concrete pavers are being
utilized.�Since the issued permit included the uncovered wood decking in the impervious area
calculations, the site still has approximately 5,500 sq. ft. less of impervious coverage than was permitted. -
If this revision is acceptable to you and your department, would you please issue a letter stating such to
Coastal Management, and copy me, so they can issue a refinement letter for the existing CAMA permit
for the site, reflecting the changes in the pool area.
Thank you for your time and attention to this matter. If you have any questions or require additional
information please contact me at [phone].
Respectfully submitted,
Landmark Engineering & Environmental, P.C.
(.-
Victor E. White, P.E.

5
`:
Y

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
MAILING: P.O. BOX 1 1 90 • KITTY HAWK. NC 27949
PHYSICAL: 8460 CARATOKE HWY. - SUITE 202 • POWELLS POINT, NC 27966
PHONE: [phone] • FAX: 252,491,2285 • EMAIL:[e-mail]
June 29, 2009 �' I•
EYE'
Mr. Scott Vinson
NCDE&NR W
Division of Water Quality
943 Washington Square Mall #
Washington, NC 27889 pp�J ­�)"v-e-.
Re: Waves Village Shopping Center
Rodanthe, Dare County County, NC
Express Review for Stormwater Management Plan Refinement
Dear Mr. Vinson:
On behalf of Waves Village, LLC, Landmark Engineering & Environmental, P.C. submits for your
review and approval, an Express Review Stormwater Management Plan refinement package containing
the following:
1.) Check payable to NCDE&NR in the amount of $500.00.
2.) Two sets of Plan sheets and details (Sheets C1, C2 , C3 and C4).
As per our conversation a few of weeks ago, Coastal management is requesting a sign off from DWQ for
the site plan change. The change involves a enlarged pool and associated decking in the CAMA AEC
zone. The stormwater permit that was, previously issued,for the site included in thetuilt.up9n.;
impervious `area -a large'area','(approximately 7 000 sq. ft) of uncovered and°elevated wooden decks
associated with Retail buildings A and B. The new pool configuration increases the pool surface area 35-�o
from 600 sq. ft. to 960 sq.ft., and increases the pool decking from 1568 sq. ft. to 3,540 sq.ft. The new _
pool decking consists of 480 sq.ft. Of elevated wood decking, with the remainder of the pool decking,
constructed out of concrete pavers. This results a net increase in impervious coverage of 1,492 sq. ft.
without accounting for the reduction in coverage of the pool deck since concrete pavers are being
utilized. ft Since.the issued permit included the uncoveyed.w6od decking;in the'impervious.area
.. rr'
calculations, the site still has approximately 5,500 sq. less of irripervious coverage than was permitted. '
If this revision is acceptable to you and your department, would you please issue a letter stating such to
Coastal Management, and copy me, so they can issue a refinement letter for the existing CAMA permit
for the site, reflecting the changes in the pool area.
Thank you for your time and attention to this matter. If you have any questions or require additional
information please contact me at [phone].
Respectfully submitted,
Landmark Engineering & Environmental, P.C.
Victor E. White, P.E.
j%
Pat ,� J;k
b

LANDMARK ENGINEERING & ENVIRONMENTAL, P.G.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAX: [phone]
April 28, 2008
RECEW ED
Mr. Scott Vinson NCDE&NR APR 2 9 2008
Division of Water Quality
943 Washington Square Mall DWQ-WARO
Washington, NC 27889
Re: Waves Village Shopping Center
Rodanthe, Dare County County, NC
Express Review Stormwater Management Plan Permit Application Package
Stormwater Review # SW7040628MOD
Dear Mr. Vinson:
On behalf of Waves Village, LLC, Landmark Engineering & Environmental, P.C. submits for your
review and approval, the additional information you requested for the Express Review Stormwater
Management Plan at the above referenced site. Enclosed is the following:
I.) An original and one copy of -the revised Infiltration Basin Supplement.
2.) Two sets of revised plan sheets (Sheets C2 and C3).
Thank you for your time and attention to this matter. If you have any questions or require additional
information please contact me at [phone].
Respectfully submitted,
Landmark E ginee ing & Environmental, P.C.
Victor , hite, P.E.
cc: Mr. John Harris - Waves Village, LLC

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 24, 2008
Mr. John Harris, Managing Member
Waves Village, LLC
PO Box 1839
Nags Head, NC 27959
Subject: Stormwater Review SW7040628MOD
Waves Village Shopping Center
Dare County
Dear Mr. Harris:
This office received a Coastal Stormwater permit application and plans for the subject project on
April 10, 2008. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1) Please review and correct the incorrect volume data listed under "Notes #5." on plan sheet C2.
2) Please add an additional berm to the western end of the vegetated Swale area so that there is a
continual 5.0 fmsl berm around the entire treatment system.
3) Please either show on plans or add notes to sheet C2 describing how the roof runoff from the two
buildings located on the sound side will be directed back away from the sound and into the
infiltration treatment system.
4) Please note that the provided "Storage SA" on page I of 2 of the Infiltration Basin Supplement
form gives 15,383sf of surface area, however the provided calculations give 16,808sf of surface
area at elevation 4.50fmsl. Please revise as needed.
5) Please include two copies of all revised application forms and plan sheets.
6) Please do not forget to have any revised plans and calculations signed, sealed and dated.
The above requested information must be received in this office prior to May 1, 2008 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.
: NOl Caro
Natural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o,enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748

Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Victor White, PE
Washington Regional Office

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.Q. Hox t 190
KITTY HAVYK, NC 27949
PHONE. 252.255,572'7
FAx'. 252.2:55,0992
Waves Village Shopping Center
INFILTRATION BASIN DRAWDOWN CALCULATIONS
Basin Bottom Area:._ 12,636�sq. It.
Basi n bottom elevation = 3.0 It
Infiltration rate: greater than 20 ittlhr, use 20 in/lir for drawdown calcs
Basin volume stored at overflow conditions = 22,057 cu. ft.
Eflbctive stormwatcr deptli: 22,057cu. Ft.l12,636 sq. tt. = 1.7456 ft or 20.94 inches
20.94f20 = 1.047 hours which is considerably less than the maximum allowable drawdown time.
This is an oversimplification of a drawdown calculation which does not account for the falling
herd pressure as the stormwater draws down in dic basin. Or the temporary elevation of the
groundwater table alter a substantial rain event It does however, illustrate the extremely high
infiltration capacity of the soils, and there ideal suitability for use in an infiltration basin
storm ,ftr system,
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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
C �11
APR 1 0 2008
DWQ-`Vt'ARC)
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAX: [phone]
Waves Village Shopping Center
Stormwater Management Plan
Design Narrative
April 2, 2008
The above referenced project is a development of a 3.58 acre parcel into a combination
Commercial and Multifamily development consisting of a 34 seat restaraunt, 18,685 sq ft of
retail building and 18 condominium units, associated amenities and associated parking and
infrastructure. The site is located off of NC Highway 12 in Rodanthe, Dare County, North
Carolina.
The stormwater management plan consits of a single drainage area as per a telephone
conversation with Mr. Roger Thorpe of the Division of Water Quality. Stormwater runoff from
proposed impervious surfaces will be conveyed to the infiltration system via a combination of
sheet flow and stormwater catch basins/pipes. The proposed Stormwater management system
also incorporates pipes to provide hydraulic connections, providing equalization of the basin and
swale. The entire system provides direct storage of 2 inches of runoff, conservatively assuming
that 100% of all stormwater is conveyed to the proposed infiltration system. The system is sized
to draw down runoff from the 1.5 inch design storm in two days or less using the high infiltration
rates of the soils present at the site. Runoff in excess of the design stone will overflow out of the
the overflow structure through a vegetative filter before entering the Pamlico Sound The UDSA's
Soil Survey of Dare County North Carolina maps the soils as a Corolla fine sand. field
investigations of the soil corroborate this classification. Based on existing elevations at the site
and both Landmark Engineering, Protocol sampling Services investigations, a seasonal high
water table elevation of 1.0 msl (NAVD 88 datum) was calculated and used for design purposes.
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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
APR 10 2oa8
Waves Village Shopping Center
STOPMWATER MANAGEMENT PLAN CALCULATIONS
Infiltration Basin Contour Areas (Calculated by Autocad)
4.5'- 16,808 sq. ft. (Top of Storage @ Overflow Elevation)
4.0' - 15,383 sq, ft,
3.0' - 12,636.E sq. fl. (Bottom of Basin)
Basin Storage
4.5' to 4.0' 0.3 ft x ((16,808 sq. ft. + 15,383 sq. ft.)/2) = 8,048 cu. ft.
4.0' to 3,0' 1.0 ft x ((15,383 sq. ft. + 12,636 sq. ft.)/2) = 14,009 cu. ft.
Direct Storage Infiltration Basin = 22,057 cu. ft.
Infiltration Swale Contour Areas (Calculated by Autocad)
45- 3,985 sq.ft. (Top of Storage @ Overflow Elevation)
4.0' - 3,015 sq.ft.
3.5' - 1,066 sq. ft. (Effective bottom of Swale)
Swale Storage
4.5' to 4.0' 0.5 ft x ((3,985 sq. ft. + 3,015 sq. ft.)/2) = 1,750 cu. ft.
4.0' to 3.5' 0.5 ft x ((3,015 sq. ft, + 1,066 sq. ft.)/2) = 1,020 Cu. ft.
Direct Stora e Infiltration Swale = 2,770 cu. ft,
P.O. Box 1190
KITTY Hawlt, [�fC 27949
PHONE: [phone]
FAx: [phone]
�t���u�utrtrr:
Wo
i
vCl:
•-ne •
MI
Total Storage Infiltration Basin and Swale.= 22,057 cu ft.+ 2,770 cu ft.= 24,827 cu. ft.
Total impervious coverage = 90,339 sq. ft.
Assume 100% of runoff from impervious coverage reaches infiltration basins
24,827 cu. ft. /(1.0 x 90,339 sq. ft.) = 0.27482 ft. or 3.30 inches
Therefore storage is provided is over „double of the 1 „5_" requirement, therefore an
overflow may utilized instead of an offline bypass

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, iVC 27949
PHONE: [phone]
E�E-7,I V al: D FAX: [phone]
APR 10 2008
D%NQ-VV'A R0
Waves Village Shopping Center
LEVEL SPREADER CALCULATIONS
From NCDE&NR BMP Design Manual:
Conservatively using a i" per hour intensity rainfall (as per BMP manual), but at overflow
conditions:
90,339 sq. ft. x 0.08333ft = 7,528.2 cu. ft./hour = (7,528.2/3,600) = 2.09 cfs
Using a level spreader length of 13ft per cfs of discharge as per BMP Manual, level spreader
needs to be 27.2 feet wide on slopes up to 8% when using a grass filter.
Therefore use a 28 foot wide level spreader before vegetated filter.
�,��rssrerfr��
Slope of grassy vegetated filter is 0.8%, therefore slope is acceptable .�`�ARQ40"
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I LANDMARK ENGINEERING &ENVIRONMENTAL, P.C.
ECvVE m P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: 252.255,5127
APR '1 0 2008 FAx: [phone]
DWQ- t ARO
Subject: Field evaluation of soil characteristics for Waves Vilaage Shopping Center,
located off of NC Highway 12, Rodanthe, Dare County, North Carolina.
The above site was visited by representatives of Landmark Engineering & Environmental, P.C.
to obtain information on soil profile characteristics in selected areas throughout the site. The
findings are as follows:
The soils in site area are mapped on the attached Figure 1 which is a portion of sheet 18
of the USDA Soil Conservation Service's, "Soil Survey of Dare County North Carolina".
According to this Survey the soil series located in the site is mapped as a Corolla fine
sand:
Physical observation and written profiles of the soils were completed during two soil borings
advanced at the site. The Soil profiles encountered during the borings are listed below as follows:
Boring _#1_ (ground' Elevation 2.9' msl +/-)
0%6" Dark Greyish brown fine to med fine sand - (10 YR 4/2), (SP).
6"-18" Yellowish brown fine sand, well sorted - (10 YR 514), (SP).
18"-24" Brown med. fine sand - (10 YR 5/3) well -sorted (SP) o"W;f����r►,
24"-72" Greyish brown med. fine sand - (10 YR 5/2) well -sorted GAR04�'�,,'
SHWT indicators detected at depth of 24"
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End of Boring #1 �4k5� �!JO
Boring #2 (ground Elevation 4.3' msl l •R E..'�;.,`�
0"-12" Dark Greyish brown fine to med fine sand - (10 YR 4/2), (SprefilloW
12"-40" Brown med. fine sand - (10 YR 5/3) well -sorted (SP)
40"-72 Greyish brown med. fine sand - (10 YR 5/2) well -sorted (SP)
SHWT indicators detected at depth of 40"
End of Boring #2
Based on site investigations, the soils are consistent with Corolla Series as shown in the USDA
Soil Conservation Service's, "Soil Survey of Dare County North Carolina". A Seasonal High
Water Table, (SHWT) elevation of 1.0 msl, (NAVD 88 Datu117), was calculated based on borings
at the site and existing elevations at the site .

J SHEET NO. 18
SOIL SURVEY OF DARE COUNTY, NORTH CAROLINA
(Joins sheet 16)
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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
Is 0
APR 10 2008
DWQ-' A 0
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: 252.255,5127
FAX: [phone]
Waves Village Shopping Center
Stormwater Management Plan
Design Narrative
April 2, 2008
The above referenced project is a development of a 3.58 acre parcel into a combination
Commercial and Multifamily development consisting of a 34 seat restaraunt, 18,685 sq ft of
retail building and 18 condominium units, associated amenities and associated parking and
infrastructure. The site is located off of NC Highway 12 in Rodanthe, Dare County, North
Carolina.
The stormwater management plan consits of a single drainage area as per a telephone
conversation with Mr. Roger Thorpe of the Division of Water Quality. Stormwater runoff from
proposed impervious surfaces will be conveyed to the infiltration system via a combination of
sheet flow and stormwater catch basins/pipes. The proposed Stormwater management system
also incorporates pipes to provide hydraulic connections, providing equalization of the basin and
swale. The entire system provides direct storage of 2 inches of runoff, conservatively assuming
that 100% of all stormwater is conveyed to the proposed infiltration system. The system is sized
to draw down runoff from the 1.5 inch design store in two days or less using the high infiltration
rates of the soils present at the site. Runoff in excess of the design storm will overflow out of the
the overflow structure through a vegetative filter before entering the Pamlico Sound The UDSA's
Soil Survey of Dare County North Carolina maps the soils as a Corolla fine sand. Field
investigations of the soil corroborate this classification. Based on existing elevations at the site
and both Landmark Engineering, Protocol sampling Services investigations, a seasonal high
water table elevation of 1.0 msl (NAVD 88 datum) was calculated and used for design purposes.

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
EC � KITTY HAWK, NC 27949
;..�'iara PHONE: [phone]
FAx: [phone]
APR 10 2008
Waves Village Shopping Center
STORMWATER MANAGEMENT PLAN CALCULATIONS
Infiltration Basin Contour Areas (Calculated by Autocad)
4.5'- 16,808 sq. ft. (Top of Storage @ Overflow Elevation)
4.0' - 15,383 sq. ft.
3.0' - 12,636.6 sq. ft. (Bottom of Basin)
Basin Storage
4.5' to 4.0' 0.3 ft x ((16,808 sq. ft. + 15,383 sq. ft.)/2) = 8,048 cu. ft.
4.0' to 3.0' 1.0 ft x ((15,383 sq. ft. + 12,636 sq. ft.)12) = 14,009 cu. ft.
Direct Storage Infiltration Basin = 22,057 cu. ft.
Infiltration Swale Contour Areas (Calculated by Autocad)
4.5' - 3,985 sq.ft. (Top of Storage @ Overflow Elevation)
4.0' - 3,015 sq. ft.
3.5' - 1,066 sq. ft. (Effective bottom of Swale)
Swale Storage
4.5' to 4.0' 0.5 ft x ((3,985 sq. ft. + 3,015 sq. ft.)12) = 1,750 cu. ft.
4.0' to 3.5' 0.5 ft x ((3,015 sq. ft. + 1,066 sq. ft.)12) = 1,020 cu. ft.
Direct Storage Infiltration Swale = 2,770 cu. ft.
Total Storage Infiltration Basin and Swale = 22,057 cu. ft.+ 2,770 cu. ft.= 24,827 cu. ft.
Total impervious coverage = 90,339 sq. ft.
Assume 100% of runoff from impervious coverage reaches infiltration basins
24,827 cu. ft. /(1.0 x 90,339 sq. ft.) = 0.27482 ft. or 3.30 inches
Therefore storage is provided is over double of the 1.5" requirement, therefore an
overflow may be utilized instead of an offline bypass.

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
I
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
F.ge FAX: [phone]
APR ? 0 2008
Waves Village Shopping Center
LEVEL SPREADER CALCULATIONS
From NCDE&NR BMP Design Manual:
Conservatively using a I" per hour intensity rainfall (as per BMP manual), but at overflow
conditions:
90,339 sq. ft. x 0.08333ft = 7,528.2 cu. ft./hour = (7,528-2/3,600) = 2.09 cfs
Using a level spreader length of 13ft per cfs of discharge as per BMP Manual, level spreader
needs to be 27.2 feet wide on slopes up to 8% when using a grass filter.
Therefore use a 28 foot wide level spreader before vegetated filter.
Slope of grassy vegetated filter is 0.8%, therefore slope is acceptable ,,,,�rr+++�
0.
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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
y�"N ir�- ii 1r+ rN �{
G I. iS+:•�w ~ t� by D
it. .Si i
APR 1 0 2008
P.O. Box 1190
K1TTY HAWK, NC 27949
PHONE: [phone]
FAx: [phone]
DWQ-WARO
Subject: Field evaluation of soil characteristics for Waves Vilaage Shopping Center,
located off of NC Highway 12, Rodanthe, Dare County, North Carolina.
The above site was visited by representatives of Landmark Engineering & Environmental, P.C.
to obtain information on soil profile characteristics in selected areas throughout the site. The
findings are as follows:
The soils in site area are mapped on the attached Figure 1 which is a portion of sheet 18
of the USDA Soil Conservation Service's, "Soil Survey of Dare County North Carolina".
According to this Survey the soil series located in the site is mapped as a Corolla fine
sand:
Physical observation and written profiles of the soils were completed during two soil borings
advanced at the site. The Soil profiles encountered during the borings are listed below as follows:
Boring #1 (ground Elevation 2.9' nisi +1-)
0114" Dark Greyish brown fine to med fine sand - (10 YR 4/2), (SP).
6'-18" Yellowish brown fine sand, well sorted - (10 YR 5/4), (SP).
18"-24" Brown med. fine sand - (10 YR 5/3) well -sorted (SP) <<<��'=•"�hir
24"-72" � Greyish brown med. fine sand - (10 YR 5/2) well-sortedN CARO���,,��
�051p'• 9
ft SHWT indicators detected at depth of 24" 4 :a,:t.0
SEAL. ..
End of Boring #1
vy�
Boring #2 (ground Elevation 4.3' msl +/-) ''•,,cTpB �N?;.•'
0"-12" Dark' Greyish brown fine to med fine sand - (10 YR 412),
12"-40" Brown med. fine sand - (10 YR 5/3) well -sorted (SP)
40"-72 Greyish brown med. fine sand - (10 YR 5/2) well -sorted (SP)
SHWT indicators detected at depth of 40"
End of Boring #2
Based on site investigations, the soils are consistent with Corolla Series as shown in the USDA
Soil Conservation Service's, "Soil Survey of Dare County North Carolina". A Seasonal High
Water Table, (SHWT) elevation of 1.0 mst, (NAVD 88 Datum), was calculated based on borings
at the site and existing elevations at the site .

SHEET NO. 18
SOIL SURVEY OF DARE COUNTY, NORTH CAROLINA
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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAX: [phone]
April 9, 2008
Mr. Samir Dumpor
NCDE&NR
RECEIVED
Division of Water Quality APR 10 2008
943 Washington Square Mall
Washington, NC 27889 DWQ'lll ARO
Re: Waves Village Shopping Center
Rodanthe, Dare County County, NC
Express Review Stormwater Management Plan Permit Application Package
Dear Mr. Dumpor:
On behalf of Waves Village, LLC, Landmark Engineering & Environmental, P.C. submits for your
review and approval, an Express Review Stormwater Management Plan package containing the
following:
1.) Checks payable to NCDE&NR in the amount of $505.00, and $3,495.00.
2.) An original and one copy of the Stormwater Management Plan Application Form.
3.) An original and one copy of the Infiltration Basin Supplement.
4.) Two copies of Stormwater calculations and design narrative.
5.) Two copies of the soils investigation for the project.
6.) An original and one copy of the Operation and Maintenance Agreement.
7.) Two copies of the deed for the property.
8.) Two sets of Plan sheets and details (Sheets Cl, C2 , C3 and C4),
Thank you for your time and attention to this matter. If you have any questions or require additional
information please contact me at [phone].
Respectfully submitted,
Lan mark En 'neering & Environmental, P.C.
Vic PEKhite,..
cc: Mr. John Harris - Waves Village, LLC

REALESTATE
DARE
_�,. -; 1' NSFE11,TAX
COUNTY
•.�"''„C_��r
FLI�d Book: 15a3 Aag�• 17s
08l 1912004 pa: t4Pr1
Doc to: 6144006
L .
U r 5 -
Doc Cotl*: DEED
BARBRRA h GRAT, REefSTEA OF DEEDS
R•R•lpl - 120343
f
NC Excl'- Ta, od: fI350.06
DARE Co. NC
APPROVED
! lII III lIl1l lll!l IIIIIII 11 If IIlIIi II IIIII II 111I 91
DARE COUNTY TAX
I of 12M4 w; 19P
001
.
COLIE�OR
U f a
NORM CAROLINA GENERAL WARRANTY DEED
ECEI�� D
APR ? 0 200Z
DVvQ-V,'ARO
Eaoise Tax: 3�9Br L 350.E
Parcel Identifier No. Yeti;6cd by County on the — day of20_
Mail/Box to: - Christopher L. Seawell, Aldrid e, Seawell, S ce & Felthouscn , LLP, P. O. Box 339, Manico, NC 27M
This instrument was pared bl Aldridge, Scawell, Spence & Felthousen, LLP, 805 North Main Hwy, Manteo, NC 27954
Brief description for the Index LT 1-5. SEC 1, SOUNDVIEW ESTATES S/D
THIS DEED made =5is l8th day of August 20, by and bctovicen
You Can Fly, LLC, a NC Limited
Liability Company
URANITE
Waves Village, LLC
West Lake Drive, Unit K
Kill Devil Hills. NC 27948
The designation Grantor and Grantee as used herein shall mclude said parties, their beirs, successors, and assigns, and.shall include
singular. plural, masculine, feminine or neuter as required by context_
W M400SETT4, that the Grantor, for a vahahle consideration paid by the Grantee, the receipt of which is bcrcby acknowledged, has
and by these pr csents does grant, bargain� sell and co 3vey unto the Crrantcc in fm simple, all that certain lot or parcel of land situated in
the ci fyof� Rodanthc Kinnakcct Township, Dare County, North Camlina and mom
particularly described at follows:
All those certain lots known as, designated and being Lots 1, 2, 3, 4 and 5, of Section 1, as shown on that plat entitled "Plat of
Sections One and Two of Soundview Estates" prepared by W. M. Meekins, Jr. and Associates, Surveyors, appearing of record in
Plat Cabinet A, Slide 148, in the Office of the Register of Deeds of Date County, North Carolina.
The property berciaabove described was acquired by Grantor by insuu neat recorded in Book 1557 page 499
A map showing the above described property is recorded in Plat Book A page 148
NC Bar Association Form No. 1-3 ® 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoftPro Corpotatioa 333 E. Six Forks Rd., Raleigh, NC 27609

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and a". urtenances thei=to belonging to the Grantee in
foe simple.
And the Csranior covrawts with the Grantee, that Grantor is sciTrd of the premises in fee simple, has tht right to convey the same in fee
simple, that We is marketable and free and clear of all encumbtances, and that Grantor will warrant and defend the title against the
lawful claims of all pesons whomsoever, other than the following exceptions: Easements and restrictions appearing of record.
IN W rINESS WHEREOF, the Grantor has duly executed the foregoing as o the day sad f abme written
Y r F
H
(F-fityN—) �o n ar�ris, Member/Manager
By
Title:
By:
Title:
111111111 IN 1111111111111111111111111 N111111 lilt 9011912004 � 19P
Dr. P!9.: 2 of 2
Title:
STATE OF
COUNTY OE
1, a notary public of the County and State aforesaid, certify that
John M. Harrisi personally came before me this day and
acknowledged that:.he is Member/Managers of You Can Fly, LLC, a NC
limited liabilitcompany, and that as Member/Manager, being
authorized to do:so, executed the foregoing instrument on behalf
of the corporatiob. ff//��
Wit ess W
m hand and official stamp or seal, this ! k,- day of
Not ry Public
My Commission Expires:
3-07
State of North Carolma - County or
I, the rmcknig ANotaryPublic ofthe County and State aforesaid, certify that
Witness my hand and Notarial stamp or scat. this day of . 20_.
My Commission Expires
Notary Public
The foscgong catf —i*) orD:j (Prci i is/=
certified to be eorrtcL This kMnm.Sent and this certificate are dilly registered at the date and time the Book and Page shown on the
first pan RR Y
D Rc 'suer of Dccds for _ County
By D Deputyj7"istant - Register of Dccds
NC Bar,-sociation Form No. L.3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 SoftPro Corporation, 333 E. Sot Forks Rd, Raleigh, NC 276M

REAL ESTATE
DARE = "is;'.' I:tfiNSFER TAX
F11.a Beak. 1583 page: 178 D� td: 6144905
90/19/2004 0a: ifl°f1 A.cei vt is 120343
Dee Coda: DEED NC Eact s. Tay d: 1
L — fi0-4-
. _ SMOARA N GRAY. REGISTER OF Da NC
Co. NC S 3SO.D0
APPROVED I I�1 I�i��11�1 ��I[� �lt��l E ll�l��� l� f 4 �I �I [II06 0811912004 �Iof D4:199
DARE COUNTY TAX
COLLE OR f
N0. LUG U_a �
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $-N i ! 350"CO
Parcel Identifier No. .. Verified by �-. County on the — day of _ . 20�
MzXBox to: - Christopher L. Seaweli, Aldridge, Seawell, Spence & Felthousen , LLP, P. O. Box 9, Manico, NC 21P54
This instrument was prepared by Aldridge, Scawell, Spence & Felthousen, LLP, 805 North Main Hwy, Manteo, NC 27954
Brief description for the Index: IT 1-5, SEC I . SOUNDVIEW ESTATES SID
THIS DEED made this 18th day of August 20 t by and between
GRANTOR
You Can Fly, LLC, a NC Lirrtitcd
Liability Company
GRANTEE
Waves Village, LLC
West Lake Drive, Unit K
Kill Devi] }tills, NC 27949
The designation Grantor and Cmmtec as used herein shall include said parties, their heirs, succrssors, and assigns, and shall inchxle
singular, plural, masculine, feminine or neuter as required by context
WMESSE7 I, that tiro Grantor, for a valuable eoasideretion paid by the Grantee, the receipt of which is hereby acknowledged, has
and by tbrse ptrsrnts does grant, bargain, ucll and cowny unto the Grautre in fee simple, all that certain lot or parcel ofland labmted in
the City of T Rodanthe Kinnakeet Towtlsbip, Dare County, North Carolina and mare
particularly described a3 follows:
Alf those certain lots known as, designated and being Lots 1, 2, 3, 4 and 5, of Section 1, as shown on that plat entitled "Plat of
Sections One and Two of Soundview Estates" prepared by W. M. Meekins, Jr. and Associates, Surveyors, appearing of record in
Plat Cabinet A, Slide 149, in the Office of the Register of Deeds of Dare County, North Carolina.
The property betchmbove described was acquired by Gra tror by instrument recorded in Book 1557 page 499
A reap showing the above described property is recorded in Plat Book _ AA page 148
NC Bar Association Form No. 1-3 0 1976, Revised 0 1977, 2002
Printed by Agrectnent with the NC Dar Association — 198I SoftPro Corporation, 333 F- Six Forks Rd., Raleigh, NC 27609
KECE1
APR 10 2008
DWQ-WARO

TO HAVE AND TO HOLD the aforesaid tot or parcel of land and 4 privileges and appinten rs theicto belonging to the Grantee in
fee simple:.
And the Grantor covenants with the Giantee, that Grantor is seized of the premises in fee simple, has the right to Convey the sarne in fee
simple, that title is ararketable and fret and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawfuL claims *fall persons whomsoever, other then the following exceptions: Fasemenis and restrictions appearing of record.
IN WLTNESS WIMMF, the Grantor has drily executed the foregoing as o�thcdaynd C abor a written
YF
B
(Entity Name) 1101 n arlllis, Member/Manager
Br.
Title:
gY•
Title:
IIy: -
Title-_
STATE OF
COUNTY OF
gpaga7o/19� of 2
I, a notary publi' of the County and State aforesaid, certify that
John M. Harris; personally came before me this day and
acknowledged that;he is Member/Managers of You Can Fly, LLC, a NC
limited liabilit company, and that as Member/Manager, being
authorized to do:so, executed the foregoing instrument on behalf
of the cor•poratiob-
Wit ess m handarnd official stamp or seal, this day of
Not ry Public
My Commission Expires:
'1-13-Di
State ofNorih Carolina - County of
LtbeundetskpcdNotuyPubhe ofthe Couoty=W Smtc aforesaid, certify
Witness my hand and Notarial stamp or seal, this day of , 20_.
My Co m aission Evi =:
Notary Public
The CocegvingCatificsto(s) oC Y idasc
certified to be correct This i nslru tt and this catficatc arc duly registered at the date and time =Wn the Boole and Page shown on the
fitat>"TR . GRAY,
Lee 'stcr of Qeedv for County
By Dep¢ty/Assistaut - Register of Dccds
NC Bar Association Form No_ L.3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association -1981 SoftPro Corporation, 333 H. Sac Forks Rd., Raleigh, NC 27609

TO HA VE XND TO HOLD the aforesaid lot of panel off end and all privileges and appurtenances cheer: to be loaging to the Granteein
fee simple.
And the Grantor covenants with the Giant=, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketablt and fife and clear of all enttmmbranccs, and that Grantor will warrant and defend the title against the
lawful claims of all personswbolnsoever, /i 1 othw than the following exceptions: Easements and restrictions appearing of record. ce
IN WTIN M, WFIEREOF, the Grantor has duly executed the foregoing as o the day and y f abo! a written n, ? r �J nu!/i�s(^� Y r F 3 f-'�' O GVUV
By f'r1l}
(HntityName) Member/Manager
By- tMM? Wh_YlR0
Title.
iLl
Tale:
llllll IIIII IIIE IIII 111111E Il IIIIIII! 11 Illll IIII IIIE Q�0B11
True: 1 .49 : 19P
STATE OF W—
COUNTY OF
I of the County and State aforesaid, certify that
T, a notary publi
John M. Harris; personally came before me this day and
acknowledged that;he is Member/Managers of You Can Ply, LLC, a NC
company, and that as Member/Manager, being
limit6d liabilit�authorized to do:so, executed the foregoing instrument on behalf
of the corporation.
Witness m hand and official stamp or seal, this day of
zoo
Notary Public
My Commission Expires:
State of Nortb Carolina - County of
1, the u xkmiV=dNotaryPuublic offm Cmnry and State aforesaid, eemtity that
Witness mY hand and Notarial stamp or seal, this d$y of
My Commission Expires:
Notary Public
The foregoingCertificate(s) of Y is/arc
certified to be correct. This ia� and this certificate are duly registered at the date and time madin the Book and Page shown on the
first pa R
_ • G1 Y RC •Stcr of Deeds for CountySy Depnty/Assistaot - Register ofDccds
NC liar Association Form No. L-3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association —1981 SaftPry Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

REALESTATE
'_
DARECOUNI-Y
r AX
T.-
<< .:
--
: :.,'�:, r;•
Fll.d Book: t583 Aaq.: 17S
00 113 04: 1gPlf
Doc Id:
DId: 6144006
_
0— cod.: DEED
BnRBAQR h GRgT. REGISTER OF DEEDS
A.c.t PS f; T20343
NC frets. rad; f1350.o0
DARE
CO, NC
ECE rM
APPROVED �1�II1 I[11I I i 1il ilII1 ! �I11III11I1 i��lf �Ifl I�If 6144006 1 of I22M4 IM 19P
DARE COUNTY TAX APR 10 2008
COLL£ TOR
NO. O t� _
DVrr WARD
NORTH CAROLINA GENERA, WARRANTY DEED
Excise Tax: S e et1 1,
35o. OD
Parcel Identifier No. Veri6cd by County on the _ day of 20�
By:
MaiyBox to: ;Christopher L. Sea well Aldridge, Scawell, Spence & Felthousen , LLP, P, O. Box 339, Mantco, NC 2)954
This instrument was Primed by. Aldridge, Scawell, Spence & Fctthouscn, LLP, 805 North Main Mwy, Nianteo, NC 27954
Brief description for the index- LT I-5�_SEC_ I ._SOt1NDVIEW ESTATES S1D
THIS DEED made this 18th day of August 20_t by and betovcca
GRANTOR
You Can Fly, LLC, a NC Limited
Liability Company
GRANTEE
Waves Village, LLC
West Lake Drive. Unit K
Kill Devil }!ills, NC 27948
The designation Grantor and Grantee as used herein shall mehlde said parties, their heirs, successor%, and assigns, and, shall include
singalar, phual, masculine, femintne or neuter as required by context
WTrNTSSRTiI, that the Grantor, for a valuable consideration paid by the Grantec, the receipt of which is hereby acknowledged, has
and by fuse presents does grant, bargain, sell and coney uuW the Grantec in fee simple, all that certain lot or parcel of land situated in
the city of Rodanthe Kinnakcct Township, Dare County, North Carolina and more
particularly described as follows:
All those certain lots known as, designated and being Lois t, 2, 3, 4 and 5, of Section I, as shown on that plat entitled "Plat of
Sections One and Two of Soundview Estates" prepared by W. M. Meekins,-Jr. and Associates, Surveyors, appearing of record in
Plat Cabinet A. Slide 149, in the Office of the Register of Deeds of Dare County, North Carolina.
The property bereiaabove described was acquired by Grantor by instnuncnt recorded in Book 1557 page 499
A map showing the above deuribed property is recorded in Plat Book A page 148
NC Dar Association Form No. 1r3 fl 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoftPro Couporatiot; 333 13. Six Forks Rd., Raleigh, NC 27609

tly
I-j -� )'p <�
North Carolina Department of Environment and
6a
Natural Resources
"'��
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewer: ,C i ,
Submit:
Time:
Confirm: L B 4
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;aiison.davidson(a)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; [e-mail]
• Mooresville & -Patrick Grogan 704-663-3772 or patrick..grogan a( ncmail.no
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisot4bricmail.net PRi=� 4z
• Wilmington Region -Janet Russell 910-350-2004 or janet.russell(o)ncmail.net �7.7
NOTE: Project application received after 12 noon will be stamped in the following work day. APR 10 7-,�i8
Project Name: WAVES VILLAGE SHOPPING CENTER County: DARE WC DEAR
Applicant: JOHN HARRIS Company; WAVES VILLAGE, LLC
Address: PO BOX 1839City: NAGS HEAD, State: NC Zip: 27959
Phone:[phone] Fax:[phone] Email: vcanfly@kittyhawk,com
Project Drains into water classified PAMLICO SOUND (SA) (for classification see - http://h2o.enr,state.nc.us/bims/reports/reportsWB.htmi)
Project Located in TAR PAM River Basin. Is project draining to class ORW waters? N , within '/z mile and draining to class SA waters' N or
within 1 mile and draining to class HOW waters? N
Engineer/Consultant: VICTOR WHITE Company: LANDMARK ENGINEERING & ENVIRONMENTAL PC
Address: PO BOX 1190 City: KITTY HAWK, State: NC Zip: 27949
Phone: [phone] Fax::[phone] Email: VICTOR(a)LANDMARKENG.NET
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls - Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density-Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems MODIFICATION SW (Provide permit #);5^/-70+C)( '
❑ Coastal Management ❑ Excavation '& Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # (for DENR use))
WETLANDS QUESTIONS MUSTBE ADDRESSED BELOW
❑ 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 wl US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ 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
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Sb For DENR use only
Fee Split for multiple permits: (Check # cl W - 541i5 Total Fee Amount $ c o
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance ❑ Ma'; ❑ Min
$
SW 0 HD, ❑ LD, ❑ Gen)
$ 4C—r-�:a C-�
401:
1
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS January 2008