SW8061005_Historical File_20130716

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone:[phone]
Fax [phone]
License # C-2710
July 5, 2013
Chris Baker
Express Review Permitting
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Express Stormwater Review /
SWS 061005 I
New Hanover County
CSD Project No. 05-0043
Dear Chris:
Enclosed please find the following items.
- two (2) copies of the EC2 and
Very truly yours,
a4u
Rodney Wright
Encl.: As noted above
1ECEIE
JUL 0 5 2013
QY:

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, May 13, 2013 9:00 AM
To: 'Rodney Wright'
Subject: RE: SW8 061005, Tarin Woods
Rodney,
This is more than I think Iran get into it this point in the review. I will leave these notes on file for the reviewer.
Thanks,
KJ
From: Rodney Wright [mailto:rodney(dcoastalsitedesign.com]
Sent: Friday, May 10, 2013 11:32 AM
To: Johnson, Kelly
Subject: RE: SW8 061005, Tarin Woods
Kelly,
Its test pit LM4 not LM7 for question 4.b.i.2. I told you the wrong number on the previous email.
From: Johnson, Kelly fmailto:kelly.p.johnson(a)ncdenr.gov]
Sent: Friday, May 10, 2013 9:38 AM
To: Howard Resnik; Rodney Wright
Subject: SW8 061005, Tarin Woods
Howard & Rodney
We received this application for a modification, transfer, and renewal of this project and I have a couple of questions for
you. This list is long because it also includes my notes (just to help me keep track of what is going on). Just skip to the
questions:
1.) General:
a. The narrative says that this is for Express, but $505 was submitted. Is this for regular review?
b. Are you already working with someone at DWQ on this? I see that there was a scoping meeting in
August 2012 with Linda. But, there seem to be changes in the modification that aren't on those meeting
notes. Specifically, have you discussed using the old rule with someone here? I do not see any notes on
file about that.
2.) Transfer:
Current Permittee: Cypress Grove Land, LLC
i. Dissolved 4/4/12
ii. Manager -managed per Articles of Incorporation
iii. Most recent annual report (2009) does not list managers (lists only members, who are generally
managers by default in this situation). Steve Shuttleworth is listed as a member on that annual
report and signed the transfer. OK.
b. Proposed Permittee: E85 Transport, LLC
L Member -managed
ii. Gregory F. Carlisle is listed as the only member on the 2012 Annual Report. Gregory Carlisle
needs to either sign the transfer form for the proposed permittee or we need a letter assigning
signature authority to Jack Carlisle. (Jack Carlisle has signed the form.)
c. Deed: Please submit the deed showing E85 Transport, LLC is the owner.
d. Inspection: Has not been done.
3.) Modification: Letter says revising roads and lot layout and moving basins #1 & #2.

a. Soils: Soils data from 2006 is submitted (no boring map)
b. Basins 1&2:
L Soils:
1. These two basins are in different locations. (#2 is pretty close to the original location,
and may overlap? I can't tell.)
2. 1 do not see soils data for these two locations?
3. Has Vince done his site visit for the two new locations (or one new location?)?
ii. Rule: This was permitted in 2007 for 3", and the new basins are also done that way even though
they are new. Need to find out why....
c. Basins 3 & 4: Basin 3's DA decreased and Basin 4's DA increased but it looks like the intent is to
document that the basins already permitted can accommodate these changes. Are there any other
chanties proposed to these basins?
DA (sf)
BUA (sf)
Bottom el
Storage el
Bottom area
(sf)
Basin 3
Basin 4
Current
Proposed
Current
Proposed
500,519
478,571
588,192
675,480
224,726
224,726
290,495
290,495
22.00
22.00
24.00
24.00
23.80
23.80
27.30
27.30
32,966
32,966
16,292
16,292
d. Forms: Supplements and O&Ms submitted for all 4 basins. If signature changes, then application and
O&M need to be revised, too.
e. Deed Restrictions: I assume that there are no changes to the current deed restrictions (I don't see a
form to change them). Please submit a copy of the recorded restrictions.
f. Access Road: The August 2012 meeting was mainly to discuss an access road through this property to
get to an adjacent property (Liberty Landing). There is also something about buffers being vested to the
1995 rule (although the notes are not clear). Has whatever was decided at that meeting been addressed
in this application?
g. Plans: I didn't go through the plans.
4.) Renewal: I haven't gone through this, but it should work out if the info above works out.
Thanks,
KJ
ILeUwohvusoV,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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z

Completeness Review Checklist
Project Name: Tam ADS Received Date:
Project Location: 0141L%Y\ Accepted Date:
0 8 Coastal
Rule(s) Orl
®1995 Coastal
®Phase II (WiRO)
®Universal ®1988 Coastal
Type of Permit: New or (Mo—dN
or PR
Existing Permit # fi !d r PR): Cy.0CM.5 IFF-=IPE Cert on File?
Density: or LD
Type: Commercial or R O's"ideNa I
®NCG:
%
(% OK?)
Stream Class:
SA Map
Offsite to SW8
Subdivided?: Subdivision
or Single Lot
MORW Map
cem
Paperwork Ernailed Engineer on: -XXIXt VWA
73Supplement(s) (1 original per BMP) BMP Type s):�-W
�O&M with correct/original signatures (1 original BMP except LS/VFS and swales) MCNy=V
Application with correct/original signatu Nora Stf�"
®Corp or LLC: Sig. Auth. erSoS or letter ®Deed
505 (within 6mo) - y�
N �� n
Soils Report with SHWT (v 4Q� Rote to Reviewer:
Calculations (signed/sealed) ��h��
No obvious errors �`ti �� J�OiCS `(.""v' 3UES
\ze �.�• ' �aru� 'Cp C3Lt7 Rats In4 C�R.TAW
Density includes common are , e ,\r v �o1re5TYV�f...
Deed Restrictions, if subdivided: h �7 a FIR S/301I.% J�qRt L
Signed & Notarizedi'nCt
Correct Template (Comm/Res & HD/LD) or Dec. Covenants & RePOMSo$ 4R (2"AG�s •a/1010 -�
v
Mans � a � d-
Di Sets MI Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading LJWetlands: Delineated or No Wetlands
Vicinity Map ®Layout (proposed BUA dimensions)
Legend ®DA Maps 13 Project Boundaries
nfiltration
Soils Report
SHWT:
Wet Pond
®Soils Report
SHWT:
Offsite
®PE Cert for Master
®Deed Rest for Master
Lot #:
®Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master):
sf
Visited:
BUA Proposed (Offsite):
sf
additiona! information:
Permitted
Proposed:
Proposed:
Proposed:
WA (sf)
)A (sf)
IP (el)
)HWT (el)
)epth (ft)
iA (sf) I
I

Johnson, Kelly
From: Rodney Wright [[e-mail]]
Sent: Friday, May 10, 2013 11:18 AM
To: Johnson, Kelly; Howard Resnik Contact
Cc: 'James Yopp'
Subject: RE: SW8 061005, Tarin Woods
Attachments: DEED_BK 649_PC_1801.pdf
Kelly,
My answers are in RED below. If you have any questions please feel free to give me a call and I'll do my best to help
clarify any issues.
Thanks,
Rodney
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Friday, May 10, 2013 9:38 AM
To: Howard Resnik; Rodney Wright
Subject: SW8 061005, Tarin Woods
Howard & Rodney
We received this application for a modification, transfer, and renewal of this project and I have a couple of questions for
you. This list is long because it also includes my notes (just to help me keep track of what is going on). Just skip to the
questions:
1.) General:
a. The narrative says that this is for Express, but $505 was submitted. Is this for regular review? Yes, for
regular review
2.) Are you already working with someone at DWQ on this? I see that there was a scoping meeting in August 2012
with Linda. But, there seem to be changes in the modification that aren't on those meeting notes. Specifically,
have you discussed using the old rule with someone here? I do not see any notes on file about that. No, we only
met with Linda.
3.) Transfer:
a. Current Permittee: Cypress Grove Land, LLC
i. Dissolved 4/4/12
ii. Manager -managed per Articles of Incorporation
iii. Most recent annual report (2009) does not list managers (lists only members, who are generally
managers by default in this situation). Steve Shuttleworth is listed as a member on that annual
report and signed the transfer. OK.
b. Proposed Permittee: E85 Transport, LLC
i. Member -managed
ii. Gregory F. Carlisle is listed as the only member on the 2012 Annual Report. Gregory Carlisle
needs to either sign the transfer form for the proposed permittee or we need a letter assigning
signature authority to Jack Carlisle. (Jack Carlisle has signed the form.) Gregory died in a plane
crash last year. Jack is his father and partner in E85. I'll track down the assigning letter.
c. Deed: Please submit the deed showing E85 Transport, LLC is the owner. ill get the deed and submit it to
you (attached).
Inspection: Has not been done.
4.) Modification: Letter says revising roads and lot layout and moving basins #1 & #2.

a. Soils: Soils data from 2006 is submitted (no boring map) boring map should be on file from original
submittal. I'll submit a new map showing the new iot and road layout.
b. Basins 1&2:
C.
DA (sf)
BUA (sf)
Bottom el
Storage el
Bottom area
(sf)
L Soils:
1. These two basins are in different locations. (#2 is pretty close to the original location,
and may overlap? I can't tell.) R�.sin 2's in the same locition just a configuration change
basic 1 moved tithe east about 300 ft.
2. 1 do not see soils data for these two locations? locations are for storage basins t will
be tined regzrd'-�ss of SHWT elevation. Satin 1 location is very close to borin LM7 �
provided by Land Management. u�� tv"�� i
3. Has Vince done his site visit for the two new locations (or one new location?)? (9pe, u
ii. Rule: This was permitted in 2007 for 3", and the new basins are also done that way even though a'
they are new. Need to find out why .... The location for storage: basin 1 changed and the
configuration of basin 2 changed but volumes haven't been increased and the infiltration basins
that they pump too are the original permitted desigli.
Basins 3 & 4: Basin 3's DA decreased and Basin 4's DA increased but it looks like the intent is to
document that the basins already permitted can accommodate these changes. Are there any other
changes proposed to these basins? No. just to document the DA changes. Basin 4 was increased to
candle the amenity area and a portion of road that's part of question 3.f
Basin 3
Basin 4
Current
Proposed
Current
Proposed
500,519
478,571
588,192
675,480
224,726
224,726
290,495
290,495
22.00
22.00
24.00
24.00
23.80
23.80
27.30
27.30
32,966
32,966
16,292
16,292
d. Forms: Supplements and 0&Ms submitted for all 4 basins. If signature changes, then application and
O&M need to be revised, too.
e. Deed Restrictions: I assume that there are no changes to the current deed restrictions (I don't see a
form to change them). Please submit a copy of the recorded restrictions. Ok will track them down.
f. Access Road: The August 2012 meeting was mainly to discuss an access road through this property to
get to an adjacent property (Liberty Landing). There is also something about buffers being vested to the
1995 rule (although the notes are not clear). Has whatever was decided at that meeting been addressed
in this application? Basin 4 DA was increased to capture part of the access road that's located in a
deeded access to Tarin Woods.
) Renewal
Thanks,
KJ
I didn't go through the plans.
en't gone through this, but it should work out if the info above works out.
FceLL,�Jolnwsow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845

Office: 910.796.7331
Fax: [phone]
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STATE OF NORTH
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CAROLI% ��EC OF COVENANTS
IIJJ TRICTIONS FOR SOUTHBEmn
COUNTY OF BRUNSWICK
THIS Declaration ofsf Covenants and Restrictions
("Declaration") made this a7 day of July, 2007, by PEJ, LLC,
hereinafter referred tft. s "Declarant"
a H:
WHEREAS, the Deca nt i� of certain real property
in Brunswick County, North Carolina, er a particularly described
in Exhibit "A" which is attached hereto and incorporated herein by
reference (the "Property"); and
WHEREAS, the Declarant intends to develop on the Property a
residential subdivisi6 _known as Sout }aepd, containing detached
home site lots together Corplmq�d perties as more fully
described herein the n Stub❑I_ jj��U
WHEREAS, the DedY�(t+ant accamplish the following
objectives for its benefit and e benefit of Owners of
property in the Subdivision by the imposition of the covenants and
restrictions set forth herein:
(a) To maintain the value and the residential character and
integrity of the SubdAlWign and to ma� the quality and value
of any Common Area Proper s of V sion,
t.(b) To minimiz e���iftiinay possibility of any
disruptions of the pea�"and ti9� of the Subdivision;
(c) To protect and p prevent the cutting, abuse or unwarranted
alteration of the, trees, vegetation, and lakes within or adjacent
to the Subdivision;
(d) To prevent _property Owner ��jj��any other persons from
building or carrying on other n the Subdivision that
would detract from the Sub hat are contrary to this
Declaration; and n U��I r;�¢�
lJ �Cnr�h �7
(e) To maintain property vaMe�3Q 51�the Subdivision; and
(f) To maintain, improve, and landscape the Common Area
Properties within the Subdivision as hereinafter provided; and
WHEREAS, the De rant, as herei a ter provided in this
Declaration, has retainb*d nd re right, privilege and
option to submit to thiov,t7��be�
is Declaration at a later
time and from time tort �,nSubdivision all or any
portion of real prope """"# at a later date or any
other adjacent or nearby propeOther. Property"). NOW,
MAY 10 2013

i i�f1� d�1IIIIIIIIINIIIiii B2642 P0406 ts:a18_3407
1 :a.eee
Robert J. Robinsoan
gpwiok County, NC Register of Deeds page 2 of 30
THEREFORE, '�
KNOW ALL MEN BY THESE PRESENTS that the Declarant hereby
declares that the property described in Exhibit "A" shall be held,
mortgaged, transferred, sold, conveyed, leased, occupied and used
subordinate and subje6iz to the folio asements, restrictions,
covenants, charges, liens:#nd-.�r�n Which are hereby imposed
for the purpose of protFS
:a�i� `�e and desirability of the
Subdivision and whic tb tiong ents, charges, liens,
conditions, and cov(_ - •# *--this
concern and run with
title to the real property subjected -*-this Declaration and which
shall be binding on all parties having any right, title or
interest in said properties or any portion of them. This
Declaration also binds the respective heirs, devises, personal
representatives, successors, successors in title and/or assigns,
and shall inure to e4dhe benefit o one or anything which
purchases or takes any Tres i operty subject to this
Declaration.
DEF3X T
When used in this Declaration, unless the context shall
prohibit or require otherwise, the following words shall have the
following meanings,, and all definitions shall be applicable to the
singular or plural fo,;of any such t�):
Section 1. "Approve -' 3$t arant" shall mean written
approval , issued by I� cYaram&jrPvd@gxied by a designated
representative.
Section 2. "Assessment" shall mean and refer to any Owner's
share of the Common Expenses or any other charges from time to
time assessed against an Owner by the Association in the manner
herein provided., (j
G
Section 3. "Associa _; can and refer to Southbend
Property Owners, Inc. �>> it on, its successors and
assigns, formed, or t e fo( he Declarant as a property
owners association for owners in tidential subdivision, all
of whom shall be members of the Association.
Section 4. "Board of Directors" shall mean and refer to the
Board of Directors of the Association, and shall be the governing
body of the Association;,.
Section 5. "Builder"''�t� Carolinas, Inc.
Section 6. "ComtiaU rop �� "Common Area Properties" or
"Common Areas" shall.mean and refer`6-hose parcels of land with
any improvements thereon which now or hereafter are designated as
Common Properties or Common Areas by the Declarant.
Section 7. "Declarant" shall mean and refer to PEJ LLC.,
and Declarant shall h,e the right to ign any or all rights
which it may possess, = Dec /' Southbend Homeowners
Association, Inc., or any �x'IP - or entity, at one time or
from time to time. �q ZZE s4A-q4,pjJM interchangeable with
P , "Develo er." �"l�' �.• �
Section 8. "Lot" shall mean and refer to any plot of land
shown as a separate lot upon any recorded Subdivision Plat of the
Properties, with or without improvements, with the exception of
the Common Properties.

BZfi42 "-i4:34.0
i0:g4:90.000
run NC egieter off Deeds Robinson
//��/( � Page 3 of 30
Section 9. "Member" shall mean Ni refer to every Owner of
a Lot and shall include the Declarant while it is the record Owner
of any Lot.
Section 10. "Pr erty" or "Properties" shall mean and refer
to all property which subject toPan'drefer
claration.
Section 11. "Owne " 4 nto the record Owner
(including the Dec l th or more persons or
entities, holding the ee sircY d to any Lot, but excluding
any person having such interest m ly as security for the
performance of an obligation.
ARTICLE II
PROPERTY
Section 1. E7__ r,'Pr gAlLreal property which is
and shall be held, sold, conveyed, leased and
occupied, subject to ant9¢Vcated within Brunswick
County, North Caroli , and articularly described in
Exhibit "A" which is attached hereto d d incorporated herein by
reference.
Section 2. Additional Property. The Declarant, its
successors and assigns, shall have the right, without further
consent of the Associ ' n, or any of Members to bring within
the operation of this De a�f �ional Property, or any
part thereof and that perty, or any part thereof,
may be brought with era this Declaration by
Declarant filing a p of a caption which recites
that it is a Subdivision Plat of prop d to be added to Southbend
and the filing of an amendment to this Declaration subjecting the
said property to this Declaration.
ARTICLE III
THE ASSOCI SHIP ING RIGHTS
Section 1. The Ass .� a Declarant, upon the sale
of the last lot owned ant, ZW tablish the Association
for the purpose of ex sing maintaining, improving and
administering the Common Properties a roviding common services,
administering and enforcing covenants, conditions and restrictions
contained herein, and levying, collecting and disbursing
Assessments and charges herein created. Further, the Declarant
reserves the right to convey and transfer to the Association, and
the Association agree" o accept, an all of its rights and
obligations set forth h n. i eclarant reserves the
right to establish the any time during which the
Declarant, in its own eems7hMansmary.
Section 2. Association's Purpose The Association has been
or will be established for the purpose of exercising powers of
maintaining, repairing, replacing and administering the Common
Properties and common facilities and providing common services,
administering and enforcing . the covenants, conditions and
restrictions containedA the Declarat" hand levying, collecting
and disbursing Assessor an =rein created. The
Declarant reserves the ri o the Association, and the
Association agrees tV anydp�p of its rights and
obligations set fort erei tiJ the Declaration. The
Association shall be authorized but n d equired to provide any of
the services set forth in this Declaration and shall be further
authorized to provide any and all services necessary or desirable
in the judgment of the Board of Directors of the Association to
carry out the Association's obligations and business under the
terms of this Declarat
�Do����

��Aj(L7Nyn' B2642 POG
. Nth
fl. II II III I III I I�I 06 44 340000
Robert J. Robinson
runsuick County, NC Register of Deeds page 4 of 30
Section 3. Additions to Pro perties'^and Membership. Additions
to the Properties described in Exhibit A attached to the
Declaration may be made as provided in the Declaration. Such
additions, when properly made shall extend the jurisdiction,
functions, duties and membership of this Association to such
property owners.-J f
Section 4. Rule atiWL�he Association, by and
through its Board o Direc `'_'tea tl adopt from time to time
additional reasonable rules and regrKi-ions governing the use of
Common Properties and Lots within the Subdivision. This right may
be limited by applicable law in the event areas of the Subdivision
are dedicated to governmental authorities and the rules conflict
with applicable laws�s� Such rules may not conflict with the
provisions of this ligation and.,.., tithe event of any such
conflict, this Declarati xsha�g����� I�
Section 5. Membe Tq,r_y GWWfMgW a Lot which is subject
to this Declaration shall �9'�'!r`§jv(eh 4 mber ("Member") of the
Association; Membership shall be aX rtenant to and not be
separated from ownership of any Lot which is subject to this
Declaration.
Section 6. Voting Rights. The Association shall have two
classes of voting memli'dhips. rA(j
(a) Class A. Cla 4i shall be every Owner, with
the exception of the and all be entitled to one
P �
vote for each Lot owri' . De �C' �' become a Class A member
upon the expiration of its Clas B Membership status as
hereinafter set forth. When more than one person holds title to
any Lot, all such persons shall be Members, and the one vote for
such Lot shall be exercised as they determine, but in no event
shall more than one vote be cast with respect to any Lot by Class
A members. n
(b) Class B. Clas l4 shall be the Declarant and
for so long as the De ns atu ne Lot subject to this
Declaration, it sha11 enti r ne vote for each Lot owned
plus fourteen (14) votes per lot owAs each additional Phase,
if any, is subdivided and submitted to this Declaration, the
Declarant shall be entitled to one vote for each Lot owned plus
fourteen (14) for each lot owned by Declarant. Declarant passes
Class B voting rights to the designated Builder upon sale of lot
to Builder. Upon saw,, of lot and hp by the Builder to the
Homeowner, the voting ri ar!-to Class A. The Class
B Membership shall cease - -to
to Class A Membership on
the happening of eith�ollQwAxoWcaments, whichever occurs
earlier:
(1) When the Declarant executes and records an instrument
Forfeiting its Class B Membership; or
(2) When the Declarant, its successors or assigns, owns
Less than 3% of the lots in the Subdivision.
Notwithstanding the for ' g J�[b this Section 6, as
between Declarant and �_Ydges,"`IMMreinabove
;=nt shall be deemed to have
and possess fifty-one 51%k mv&fie votes allocated to
Declarant and Builder and shall retain
control of the Association so ;Developer owns at least
three percent (3%) of the Lots.
Section 7. Board of Directors. The Association shall be
governed and the business and affairs of the Association shall be
managed by a Board o:E::,%Pirectors as mores particularly set forth
below: r,�=-a�/i�\
L!1 U:':J))

Z �/W 07-12-2067
I I r-"g`r'� 111l�ll11111 Reb i �rJ�.J�7RWabinson:34.000
�� y, NC Register of Deeds page 5 of 30
MC�
A. General Powers. The Association shall be governed and the
business. and affairs of the Association shall be managed by a
Board of Directors.
B. Number and Te. The Boar�HDirectors shall consist
of three (3) members. *term
of Directors shall be
appointed by the Decl O hold office until the
election of their su erein. Beginning with
the first annual mee�oftion, the Declarant shall
elect one (1) Director forone (1) year, one (1)
Director for a term of two (2) years and one (1) Director for a
term of three (3) years; and at each annual meeting thereafter,
the Declarant or Members shall elect, upon majority vote, one (1)
Director for a term of three (3) years. Each Director shall hold
office until his succOhnor is elected Qntil his death or until
he shall resign or be r d
C. Vacancies. u n t IFS;
of Directors shall be
filled by the majority of t Directors, and any such
appointed Director shall hold oNtl1w until his successor is
elected by the Members, who may make such election at the next
annual meeting of the Members or at any special meeting duly
called for that purpose.
D. Annual Meetin$_;Annual meeti qq the Board of Directors
shall be held immediate fol �t iinnual meeting of the
Association. The Board y provide by resolution the
time and place for HnN iti ular meetings of the
Board. ll9T
e
E. Special Meetings. Special meetings of the Board of
Directors may be called by or at the request of the President or
any two (2) Directors by giving notice thereof to the members of
the Board as provided herein.
F. Notice. When ice ing of the Board of
Directors isrequired, s given at least four
(4) days previous to aq4tal"bte
ng tten notice delivered
personally or sent b it irector at his address as
shown on the records of the Associa Any Director may waive
notice of any meeting before or after the time of the meeting
stated herein, and attendance of a Director at any meeting shall
constitute a waiver of notice of such meeting, except where a
Director attends a meeting for the express purpose of objecting to
the transaction of ftW business be the meeting is not
lawfully called or conve Nei ptginess to be transacted
at, nor the purpose of, or special meeting of the
Board need be specif' OtiQawmwmaiver of notice at such
meeting, unless speci a ly by law, the Articles of
Incorporation, or this Declaration. '1
G. Quorum. A majority of the Board of Directors shall
constitute a quorum for the transaction of business at any meeting
of the Board. .
n-
H. Manner of Act� The majority of Directorspresent at a meeting at wh'� 4 s present shall be the act
of the Board of Directq �V uffio�&
U Li �nN
I_ Compensation. Directors receive no salaries for
their services, but by resolution of the Board of Directors, any
Director may be reimbursed for actual reasonable expenses incurred
in the performance of his duties as a Director. Nothing herein
contained shall be construed to preclude any Director from serving
the Association in ant;ther capacity _adn receiving compensation
therefore.
CO

c`" n 1
jft�11111111111111� 07-13-2007
r1 -•�.-;:, B264Z P�10 44:34.000
RobertJ. Robin
NC Register of Deeds page 6 of 30
J. Informal Action by Directors. Any action required or
permitted by law to be taken at a meeting of Directors may be
taken without a meeting if consent in writing setting forth the
action so taken shall be signed by a majority of the Directors,
which consent shall b6,;,ailed with the.$ ttary of the Association
as part of the Associatib*,'.-s re
K. Removal of DI. L Any9fl§V&EffMor may be removed from
the Board of Director ,' -with cause, cause, by a majority vote
of the Members of the Association, 11 a successor may then and
there be elected to fill the vacancy thus created or the vacancy
may be filled by the Board of Directors.
L. POWERS AND DUTIES OF THE BOARD OF DIRECTORS
(1) Powers. The Board -of_ �tbj All have power to:
c, I,��-,
(a) Adopt and ) 1es W ulations governing the
use of the Common Prties' s and facilities, and the
.personal conduct of the Members an sr guests thereon, and to
establish penalties for the infraction thereof;
(b) Suspend the voting rights and right to use the Common
Properties, amenities and facilities, if any, of a Member during
any period in which sift Member shall ]� default in the payment
of any Assessment levied°' the �c�i��� Such rights may also
be suspended for a per' �x'ceed thirty (30) days for
infraction of publish nd re` s;
(c) Exercise for the Assoc`�i iaSia all powers, duties and
authority vested in or delegated to the Association and not
reserved to the Membership by other provisions of this
Declaration;
(d) Employ a Prd .rty manager, an ependent contractor, or
such other employee as t1hq deer, �s .-and to prescribe their
duties; �� �
(e) To grant utli y a N/egress easements on, over
and across the Lots and Common Pros of the Association, as
provided in the Declaration;
(f) To sell, transfer and convey portions of Common
Properties without a vote of the Members of the Association in
order to (i) correct tors or mistake. Deeds or easements to
or from the Association;;for {''_� �� I_tt the Association of
Properties which are not t_ZrI-the functions and services
which the Association EW"" i ed tognfflAaW out and deliver.
(2) . Duties. It shall be the�&-L4'Z.of the Board of Directors
to:
(a) cause to be kept a complete record of all its acts and
Association affairs and to present a statement thereof to the
Members at the annual :eting of the rs, or at any special
meeting when such stateltt is-. `��-min writing by a one-
fourth (1/4) vote of the C� rdj( p @f� who are entitled to vote;
(b) Supervise 3iI offi ents and employees of the
Association, and to see that their d�t� are properly performed;
(c) As more fully provided in the Declaration:
(1) To fix and levy the amounts of all Assessments,
Annual,:.,,ecial, or other

n O r yI I I II1I III Jaea04 e1a�m
Robert M
eo. Register of Deeds page 7 of 30
(2) To send written notice all Assessments to every
Owner subject thereto; and
(3) In the discretion of the Board, to foreclose the
lien against any property for which assessments
are no id within thglu
0) days after the due
date or t in law against the
Owner per _ to pay the same.
(d) to issue, df' o C.
IVQRXZ ropriate officer to issue,
upon demand by any person, a certifi setting -forth whether or
not any Assessment has been paid. A reasonable charge may be made
by the Board for the issuance of these certificates. If a
certificate states an assessment has been paid, such certificate
shall be conclusive evidence of.such payment;
(e) To procure and ain liability and hazard
insurance on Common Pro �er.property owned or leased
by the Association as m a e;
(f) To cause all officers employees having fiscal
responsibilities to be.bonded, as it may deem appropriate; to
provide Directors and Officers liability insurance, errors and
omission insurance or similar insurance for Officers and
Directors, as it may deem appropriate;
k
(g) To cause the'-' on and facilities to be
maintained, replaced or roperly landscaped;
(h) To preparA an }fie et for the Association,
outlining anticipated receipts and enses for the following
fiscal year;
(i) To carry out the reconstruction of Common Property
improvements after casualty, and to carry out the further
improvement of such CcM%on Properties;
(j) To acquire, o e manage and otherwise trade
and deal with proper t a d p including the Common
Properties, as may be essa enient in the operation and
management of the Association, exce se which may be required
by the Declaration to have approval of the Members;
(k) To enforce by legal means the provisions of the
Certificate of Incorporation, this Declaration, and the
regulations promulgatey the Board;
w G
(1) To pay all taxes nts which are liens against
any part of the Comn r ies�rRer property, real or
personal, belonging to As '
(m) To pay all costs of power, water and sewer and other
utility services rendered to the Association and not billed to the
Owners of Lots; .
(n) To borrow mdWy on behalfthe Association and to
pledge /mortgage the protyPg%zation as security for
such loan (s) and '"''
�;
�n J�J�� u ss�u�e
(o) To exercise he ion all powers, duties and
authority vested in or delegate the Association by the
Declaration and not reserved to the Membership by other provisions
of this Declaration or the Certificate of Incorporation.
(3) AUTHORITY TO MORTGAGE. To the extent provided by law,
the Board_o­f7-D_i�rectorszjRL the Associatio all have the power and
authority to mortgage prope Association and to

��.11i q iIIIIIIIillllllll B2642 P0412 07_73_2007
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Robert J. Robinson
rn 8888 �fh��ifffhhha►iick County, NC Register of Deeds page 8 of 39
pledge the revenues of the Association 'as security for loans made
to the Association which loans shall be used by the Association in
performing its authorized functions. Notwithstanding anything in
the Declaration to the contrary, the Association shall not be
allowed to reduce the limits of the minimum regular annual
assessment at any ti_. there are-".pu anding any amounts as
repayment of any such loam, f-�r"i' J'�'
( 4 ) OFFICERS. offlATHOUAs sociation shall be a
President, one or mor ice � (the number thereof to be
determined by the Board of Directo5 -•, a Secretary, officers,
including one or more Assistant Secretaries and one or more
Assistant Treasurers, as it shall deem desirable, such officers to
have the authority and perform the duties prescribed from time to
time by the Board of Directors, Any two or more offices may be
held by the same pers&fU,,, The President4ll be a Director of the
Association. Other office M4 d not be, Directors of
the Association.
(5) Election, T)f tip Vacancies. The officers
of the Association shall be electe- nnually by the Board of
Directors at the first meeting of the Board of Directors following
each annual meeting of the Members. A vacancy in any office
arising because of death, resignation, removal or otherwise may be
filled by the Board of Directors for the unexpired portion of the
term. C:+'
(6) Removal. Any *Mh%
�� 1be removed by the Board of
Directors whenever,J�er�4 best interest of the
Association will be s v d .-,,
�S_:jj(
(7) Powers and Duties. The officers of the Association shall
each have such powers and duties as generally pertain to their
respective offices, as well as such powers and duties as may from
time to time be specifically conferred or imposed by the Board of
Directors, except a!f-',t,otherwise det., ed by the Board of
Directors, The President`'<*hall�pa r cutive officer of the
Association. n/,
ff� ff h� � 1 6-) f uncr��c�a
(B) Resignation. {•�� �.nygia resign at any time by
giving written notice to the Board & rectors, the President or
the Secretary. Such resignation shall take effect on the date of
the receipt of such notice or at any later time specified therein,
and unless otherwise specified therein, the acceptance of such
resignation shall not be necessary to make it effective.
(9) Interim Office s T_ 3`'.4L Board of Directors
appointed by the Declaran Ix��i,��7 ` interim or acting officers
to serve until the fir �1� �NekjwWmf—the Board of Directors.
(10) President. The Presideri�4&kl be the chief executive
officer of the Association. He shall execute on behalf of the
Association all instruments requiring such execution except to the
extent the signing and execution thereof shall be expressly
delegated by the Board of Directors to some other officer or
agent. The President°,„shall preside all meetings of the
Association and the Board' Direc q','shall have all general
powers and duties which rc�is� vested in the office of
President of a propertp�(} 1J1 soct including the power to
appoint committees.
(11) Vice President. The Vice President shall act under the
direction of the President and shall perform such duties as may be
imposed by the Board. In the absence or disability of the
President, the Vice President shall perform the duties and
exercise the powers of•=Pe President.

��300
16:44:84.0
o 4MR.01111111M egier of peeft page g of 30
UNOFFZCZM
R
(12) Secretary. The Secretary s°' 1 act under the direction
of the President. Subject to the direction of the President, the
Secretary shall attend all meetings of the Board of Directors and
meetings of the Association and record the proceedings. He shall
give, or cause to be given, notice of all meetings of the
Association and of t Board of Di s as required by this
Declaration and shall `�fo ��r duties as may be
prescribed by the Presid��� am of Directors.
UDN
(13) Treasurer. a Tr OFFICZAL
11 act under the direction
of the president and shall keep or sponsible for keeping the
accounts of the Association. He shall disburse the funds of the
Association as may be ordered by the President or the Board of
Directors and shall render on request or at the regular meetings
of the Board or Directors an account of all his transactions as
Treasurer and of the ancial condit' the Association. The
Treasurer shall be resp(5 .ble g Pall Assessment notices
to Member of the Associai,ga�v
IIUUn��v'II �U UROFFICML
(M) COMMITTEES WJ), t
(1) Committees of Directors. The Board of Directors may
designate one or more committees, each of which shall consist of
one or more Directors and such other Members as the Board shall
determine, .which committees, to the extent authorized by the
Board, shall have a exercise the ority of the Board of
Directors in the manage t o s of the Association;
provided, however, that �,q-� �ee shall have the authority
of the Board of Dire to the ing matters: (a) the
amendment of the Art of ISO 44
tion of the Association; or
the sale, lease or exchange of al substantially all of the
property of the Association; (b) the designationof any such
committee or the filling of vacancies on the Board of Directors or
on any such committee; and (c) the amendment or repeal of any
resolution of the Board of Directors_
C
(2) Other Commit tees not having and
exercising the authoritand of Directors in the
management of the aff LAA's sn may be designated by
a resolution adopted a f Directors present at a
meeting at which a quorum is prey. Such committees shall
perform such duties and have such powers as may be provided in the
resolution.
(3) Rules. Each committee may adopt rules for its own
government not incons*kwt with the of the resolution of
the Board of Directors ignaittee or with rules
adopted by the Board of Di
IJ es�ffi
(N) LIABILITY AND MN1A
(1) Liability of'Board Members. °No Board Member or Officer
of the Association shall be liable to any Property Owner for any
decision, action or omission made or performed by such Board
Member or Officer in the course of his duties unless such Board
Member or Officer act in bad faith o�l reckless disregard of
the rights of any persont
' of r/nphis Declaration.
(2) Indemnifica DO�rd
indemnify and defend c The Association shall
er and Officer of the
Association from any liability clad r imposed against him by
reason of his position or decision, action or omission as a Board
Member or any Officer of the Association if all of the following
conditions are satisfied:
no LLz .tia
Uff0ff

'" 11� IIIIIIIIIII IIIII g�42 �414 O'_,a_z0°,
_ 76:44:34.000
J. Robinson
NC Register of Deeds page 10 of Be
IV f
(a) Such Board Member or Offic as not acted in bad faith
or in reckless disregard of the rights of any person or of the
terms of this Declaration;
(b) Such Board Member or Officer gives the Association
adequate notice of thW,cgjaim or imposa5i.t {� of liability to permit
the Association reasonabl rc�ppo t }fit �4, nii fend against the same;
and r_,
(c) Such Boa [ � _ or jDffl . cooperates with the
Association defending�inst e? pity.
The expense of indemnifying a Board Member or Officer as
provided herein shall be a Common Expense of the Association and
shall be borne by all Property Owners, including such Board Member
or Officer. Nothing herein shall be construed so as to give any
Officers or Directors'brogation rightS�aainst the Association.
f rr,\
(0) MEETINGS OF ME BEMal
f f�
C) IT UWAYAM .
(1) Membership Meetings of the Members
shall be held at the office of t sociation, or such other
place as may be designated by the Board of Directors, and shall
occur at least once a year. An annual meeting of the Members
shall be held on a day and time as determined by the Board of
Directors, to be designated in the notice of the meeting.
(2) Membership 5� al Me"
�.�ecial Meetings of •the
Members for any purpose ed at any time by the
President, or by any�1 fl - or 1pygpbers of the Board of
Directors or upon wri re Members holdingone-fourth
(1/4) of the total votes of the Asso -� on.
(3) Notice. Notice of any meetings shall be given to the
Members by the .Secretary. Notice may be given to each Member
either personally or by sending a copy of the notice through the
mail, postage thereon• --,Cully prepaid t.9 address appearing on
the books of the Assoc ion. �[ r shall register his
address with the Secretar of meetings shall be mailed
to such address. Noti( eet' ular or special, shall
be mailed not more thy( fort -'05) days, and not less than
ten (10 ) days in advance of the me* and shall set forth in
general the nature of the business to be transacted; provided,
however, that if the business of any meeting shall involve and be
governed by the Declaration applicable to the Properties, or any
action for which other provision is made in this Declaration,
notice of such meeting:Vhall be given 9-r-t as therein or herein
provided.
(4) Quorum. Thule es,�t a,pjng of Members entitled
.o to cast, r of proxie titl"� t, fifty-one (51%) per cent
of the total votes of the Associa� 4hall constitute a quorum
for any action governed by this Declaration. Any absent Owner who
does not execute and return the proxy form sent to him in the
required mailing shall be deemed to be present for the purposes of
determining the presence of a quorum. Any action governed by the
Declaration.applicable:_V the Properties Igall require a -quorum as
therein provided. : t,/ �,,
(5) Informal Acy�� U M�mbl eg&,v=1cWy action required or
permitted by law to b - en (Llk.eting of the Members of the
Association may be taken without a mnAg if a consent in writing
setting forth the action to be taken shall be signed by Members
holding a majority of the votes of the Association, which consent
shall be filed with the Secretary of the Association as part of
the Association's records.

�If Ilpl llll l l 111 ? ? 5 ;34 ,Beo ,.:..:a..m
O u�Wiek Count NC Register of Deeds binson
0 � page 11 of 36
(6) Manner of Acting. Unlesserwise provided herein," or
the Declaration, a majority of the total votes cast in person or
by proxy at a duly called meeting of the Association shall be the
vote required to adopt and make decisions.
(P) PROXIES n
(1) Votingb Prox aer_ entitled to vote may vote
in person or by proxy LM
ee ingwofttke Association.
(2) Proxies. All proxies shae executed in writing by
the Member or by his duly authorized attorney -in -fact and filed
with the Secretary; provided, however, that proxies shall not be
required for any action which is subject to a referendum in
accordance with the Declaration. Unless a proxy otherwise states,
it shall be deemed to4bWfer the auth to execute consents and
waivers and to exerciWeri� the books and records
of the Association. evocable or irrevocable but
shall be deemed revwil s otherwise specified
therein. If at least10 or to a duly called meeting
a Member is informed by mail of a time and place of the
meeting, (b) the agenda for the meeting, and (c) such data as is
then available relative to the issues on which there will be a
vote, and a proxy form is included in such mailing, and the Member
neither attends the .meeting nor returns his executed proxy, then
such Member shall be 80 med present frposes of determining a
quorum and shall be doe to hs proxy to and for the
majority present and vo shall extend beyond the
date of the meeting f iFZVFvy
iEumpswumunless such meeting is
adjourned to a subseq dat roxy shall be valid after
eleven (11) months from the date o xecution unless otherwise
provided in the proxy. Any proxy shall automatically cease upon
sale by the Member of his Lot.
ARTICLE IV
RIGHTS IN COMMON PROPEE{g
V�pg ,
/ZhS1 =TS
Section 1. Common Are '
(a)Dedication: Co if any, in each Parcel
shall be dedicated as such by the tel nt, or its successors
And/or assigns, before the first Lot in each Parcel is conveyed to
an Owner.
(b) Maintenance: The Association shall be responsible for
the exclusive managem and control of a Common Areas and all
improvements located th' n (i of
facilities,
landscaping, fixtures, st hs and equipment related
thereto), except asn s Brprovided for in a
Supplemental Declarat' Tt raph specifically empowers,
but does not limit other powers, sociation to control 'and
regulate the hours and periods of operation of all recreational
facilities in the development area, and all maintenance of
landscaping in the Development area, even if in areas subject to a
Sub -association created by amendment to this Declaration or the
recording of a Supplemtal Declaration
(c) Members Easements Every owner shall have a
right anC easement of t in the Common Area which
shall be appurtenant t s� with the title to every Lot,
subject to the following provisions:-VZQ
1)The right of the Association, as provided in this
Declaration, to suspend the enjoyment rights of any Owner for
any period during which any Assessment remains unpaid, and
for a period n to exceed th' (30) days for any
infraction of its p 24shed Tr gulations; and

` ( � IIIIIIIIIIIIIIIII B2642 PO416 07-13-2007
16: 44: 34.000
)L.f Robert J. Robinson
Brun y, NC Register of Deeds page 12 of 30
2)The rights of the Declarant and the Association, as
the case may be, to establish rules and regulations for the
Subdivision and to prescribe reasonable fees and charges from
time to time for use of any amenities which may now or
hereafter be conAzucted on the.�p Properties.
Section 3. Ext�iKt of i��� .,�',,asement. The rights and
easements created hereby shall be subj-&ft to the following:
(a) The right of the Declarant, and of the Association, to
grant, reserve and accept easements and rights -of -way through,
under, over and across the Common Properties, for the
installation, maint ce and i tion of lines and
appurtenances for p>ik; or > Mer, sewer, drainage,
electric, telephone fu c� er utilities and services
including a.cable or nterMM ision system, drainage
and irrigation or la spri em and the right of the
Declarant to grant and reserve ° ments and rights -of -way
through, over and upon and across the Common Properties for
construction and the completion of the Subdivision, and for the
operation and maintenance of the Common Properties;
(b) The right ,,visitors, in etc. to ingress and
egress in and over thosee`port'r `common Properties that
lie within the private �'TV! king lots and/or driveways
(and over any other n orti Mhe Common Properties in
the case of the landl ed a�L �ers in the Subdivision) to
the nearest public road;
Section 4. Easements for Declarant. During the period that
Declarant owns any Common Properties, or owns any Lot primarily
for the purpose of sa`f,.or has the o t'o to add the Additional
Property, Other Proper.. or�� on thereof to the
Subdivision, Declarant I itself, its successors and
assigns, and shall haft j �� ienabcitransferable right and
easement on, over, t gh, d across the streets and
roads, whether now constructed on in the future, and over
the Common Properties for the purpose of ingress and egress, and
for constructing or improving Lots and improvements to the Lots or
Common Properties, and the Additional Property and for installing,
maintaining, repairing and replacing such other improvements to
the Subdivision (incltt4+ng portions of Common Properties) as
are contemplated by thiskcl
� r�� Declarant desires, in
its sole discretion, incl imitation any improvements
or changes permitteded y s Declaration, and for
the purpose of doing a bly necessary.and proper in
connection therewith, including but limited to, transporting
and storing construction materials, provided that in no event
shall Declarant have the obligation to do any of the foregoing.
Declarant also reserves the right of ingress and egress for its
employees, agents and invitees for the purpose of selling its
remaining lots or propties. The eases reserved herein shall
be in addition to and not' lie}, -�i leer easements Declarant
may have. �j �o� G'
U U QlJbtf�(�II67flLl!!
Section 5. Eash�ritsYEb ities. There is hereby
reserved for the benefit of Dec t, the Association (on
property owned by the Association) and their respective successors
and assigns, the alienable, transferable and perpetual right and
easement, as well as the power to grant and accept easements to
and from any private or public authority, agency, public service,
district, public or pri,vate utility or Qt er person upon, over,
under and across: {i) �kl,of thy- roperties and (ii) an
rr fi l�
IIr� G
«&P{
sQ."Al,

o � ter of 9 gINI iININi Rob4 P0411I� 3"
(� v Bruns NC eglsDeeds page 13 of 30
area across every Lot fifteen (15")-?A in width along the front
and rear boundary lines thereof and seven and one-half (7.51) feet
in width along the side boundary lines thereof for.the purpose of
installing, replacing, repairing, maintaining and using master
television antenna and/or cable systems, security and similar
systems, and all uti es, includin not limited to, storm
sewers and drainage syst an , gas, telephone, water
and sewer lines. Such be granted or accepted by
Declarant, its succ a or by the Board of
Directors; provided, ever, so long as Declarant owns
any portion of the Common Proper ties,&wns any Lot primarily for
the purpose of sale or has the option to add the Additional
Property, Other Property, or any portion thereof to the
subdivision, the Board of Directors must obtain the written
consent of Declarant prior to granting or accepting any such
easements. To the e t reasonably ble, all utility lines
and facilities serving Sub located therein shall
be located underground. of any such easement and
facilities, it shall Ssly ble for the providing
utility company or of supp `� rvicer, with respect to the
portions of the Subdivision so enced: (1) to erect and
maintain pipes, lines, manholes, pumps, and other necessary
equipment and facilities; (ii) to cut and remove any trees, bushes
or shrubbery; (iii) to grade, excavate or fill; or (iv) to take
any other similar action reasonably necessary to provide
economical and safe i llation, main a ce, repair, replacement
and use of such utilities d s iFthin these easements, no
structure of any kind, r material shall be placed
or permitted to rema y or interfere with the
installation and main nce o 'ties, or which may damage,
interfere with, or change the di on of flow of drainage
facilities in the easements unless such .structure, planting or
other material is first approved by the Declarant or its
successors or assigns.
Section 6. DrainA a Easements. T is hereby reserved for
the benefit of Declar 1. � n and lot owners a
drainage easement over, a n the drainage ditches or
drainage ways designa su n plat, together with
any future revisions reof.Gi7r� ant reserves the right to
move any such drainage ways. Own lots through which any
drainage feature runs may not alter or change the location or
character thereof without the express written consent of the
Declarant or the Association. Each such lot owner shall keep all
such drainage ways clean, open, functional and sightly. In the
event of his failure b'4� o so the Assoc,'on may do the same and
charge the cost to that ownne
Section 7. Eas A n. There is hereby
reserved a general. r an t for the benefit of the
Association, its Directors, of i agents and employees,
including but not limited to, any property manager employed by the
Association and any employees of such manager, to enter upon any
Lot or any portion thereof, but not inside the buildings, in the
performance of their respective duties hereunder. Except in the
event of emergencies, CAis easement is t � exercised only during
normal business hours a thenracticable, only upon
advance notice to and wit of the Owner or occupant
affected. �, n
U `yin UNDTFZCML
"UUWiUnsLanaing any
provisions or restrictions herein to the contrary, there is hereby
reserved for the benefit of Declarant, its successors and assigns,
the perpetual, alienable and transferable right and easement in
and to the Property f� the maintenance 0 signs, sales offices,
rental offices, model lt*q sg%10L together with such
d

.. -j A �1 07_13_2007
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r : ) I j'' `.� �I I I II IIIII I l�ll l l �II ➢�Z� �{J" inson
I! II n y, NC Register of Deeds page 14 of 30
iL:i,1�/ Bruns
other facilities as in the sole opiin of Declarant reasonably
may be required, convenient or incidental to the completion,
management, rental, improvement and/or sale of Lots, Common
Properties, the Additional Property or Other Property. The
Declarant also reserves the right to grant to any builder or
builders the right to-`Oppperate and ma' n builder sales offices
at any location withiff�r:,.. he `i� ;�'' upon such terms and
conditions as the Declarg.1 .1`��►,r�arant's sole discretion may
determine. rl . "(..Of UMP-1m.
Section 9. Unsightly on s. It shall be the
responsibility of each Owner and tenant thereto to prevent the
accumulation of litter, trash, or rubbish or the development of
any unclean, unsightly or unkempt condition of buildings or
grounds on his Lot either before, during or after construction,
nor to permit accumdtions which ]� tend to substantially
decrease the beauty of .co_ whole or the specific
area. The Declarant or :�� n specifically has the right
to take the necessarc� to c][mr¢ the property with the
Owner being liable f he c'3, f, including a reasonable
attorney's fee, if one is required force this section or to
collect the cost of cleanup.
Section 10. Environmental Easement. There is hereby
reserved for the benefit of the Declarant, the Association and
their respective agehts, employees, X essors and assigns an
alienable, transferable er and easement on, over
and across all unim rove f the Common Properties and
Lots for the purpose�ing a n necessary to effect
compliance with envi enta - -regulations and procedures
from time to time promulgated or �°Ytituted by the Board of
Directors or by any governmental entity, such easement to include
without limitation the right to implement erosion control
procedures and practices, the right to drain standing water and
the right to dispense pesticides.
N.
Section 11. Pubi� Ease .[I.�ire, police, health,
sanitation and other publ' rsonnel and vehicles shall
have a permanent and on- a easement for ingress
and egress over and ac the roperties.
ARTICLE V
COVENANT FOR ASSESSMENTS
Section 1. Creation of the Lien and Personal obligation of
Assessments. The D larant, for a n(jLot owned within the
Subdivision, hereby cove';bants, U_�Owner of any Lot by
acceptance of a deed t er or not it shall be
expressed in the deed,(L ((� e tou t and agree to pay to
the Association: (1)l,Zkn`ual _rent charges and (2) special
assessments for capital improvemen for maintenance expenses
and other common expenses and emergencies and other purposes, such
Assessments to be established and collected as hereinafter
provided. The annual and special Assessments, together with
interest, costs and reasonable attorney's fees, shall be a charge
upon the land and shl be a continu' lien on the property
against which each such Aft#essmen h, Each such Assessment,
together with interest, l' asonable attorney's fees,
shall also be the per ati9f,�he person who was the
Owner of such propert}�.-�theg ���� e Assessment fell due. The
obligation for delinquent Assess en 11 run with the land and
shall pass to his successors in title. Upon reasonable request,
the Association shall provide an accounting of an Owner's
Assessments and any delinquency in payment thereof. The
Association shall, upon demand at any time, furnish to any Owner

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/ 07-13-2007
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gsste� of Deods page 15 of 3E
U��5�1�
liable for an assessment a certifica�L�S in writing, signed by an
Officer of the Association, setting forth whether such easement
has been paid on the owner's lot.
Section 2. Purpose of Assessments. The Assessments levied
by the Association sigitJTl be used a fJvely to pay all Common
Expenses of the Associat" , 0 1 e recreation, health,
safety and welfare of of the Subdivision and, in
particular, for the atio isition, construction,
landscaping and impro ent a,nce of Common Properties,
including, but not limited to, the s of utilities, repairs,
replacements and additions, the cost of labor, equipment,
materials, management, maintenance and supervision, the payment of
taxes assessed against the Common Properties, the procurement and
maintenance of insurance in accordance with this Declaration, the
payment of charges fo`'rbage servic ter furnished and water
and sewer services or 'er �ndered to the Common
Properties, the employm ys, accountants, employees,
management companiesctorwma rill be required for the
orderly and efficient ls4chaiC3business and the operation
of the Association's Common Properti emergencies, and for all
other purposes set forth in this Declaration and such other needs
as may arise, or as may be required in the judgment of the
Association's Board of Directors. The Association shall be
authorized to establish reserve funds in such amounts and for such
purposes as the Boa I� of Directors pfn the Association shall
determine in their best en
Section 3. Annu&QV.Lrnt.9 clarant initially, and
thereafter the Board irec 1 fix the annual Assessment
based upon the annual budget of Association as provided
herein. When the Board of Directors fixes the annual Assessment
for each calendar year, the Board shall at the same time, and in
connection therewith, prepare or cause to be prepared, an annual
budget showing the services furnished by the Association, and the
costs thereof per Lot=e Declarant determine the time and
year during which the fi as M11 be due. After theo
first year, the annual ate$Fe increased each year by
the Board of Directo� �l�`$ Ass by an amount not in
excess of ten (10%) p ent or the percentage increase
between the first month and the las h on an annual assessment
period in the Consumer Price Index, a U.S. City Average, All Items
(1967-100) (hereafter "C.P.I.") issued by the U.S. Labor
Department in its monthly report entitled "The Consumer Price
Index, U. S. City Average and Selected Areas" whichever of these
two percentage figure "' s larger. ife(d:h:v
ent that the C.P.I.
referred to above shall` ,discre shall be used the
most similar index publis States Government that
may be procured indica s iMt st of living.
0
In the event the Board doe iiot increase the annual
assessment in a given year, or increases it in an amount less than
that which is authorized by this Section 3, the Board shall be
deemed to have reserved the right and shall be authorized in
subsequent years to implement that reserved portion of the
authorized but unexercd increased aul�pity but any application
of same may. only be giverf." ospee ���5fi ation.
Section 4. S eci �imLnts ital Im rovements. In
addition to the an A s authorized above, the
Association may levy, in any calen ar, a special Assessment
for the purpose of defraying, in whole or in part, the cost of any
construction, reconstruction, repair or replacement of a capital
improvement upon the Common Properties, including, but not limited
to, fixtures, personal property related thereto or for any other
Purpose not prohibited i this Declarati Drovi.ded. that any such
Assessment shall have th Assent F��ds 3) of the votes
n �M�0)�

�s �� �f� 111111Nll h IIl 6264Z !042@ 06_44:34.0
`ll Robert J. Robinson
Register NC Register of Deeds page 16 of 30
IC.J �
of Members voting in person or by ps�y at a meeting called for
such purpose. All special Assessments shall be set at a uniform
amount for all Lots and may be collected on a monthly, quarterly
or yearly basis.
Section 5. Uri lox'm Assessmen Except as hereinafter
provided in Section 8, %: annµa,I/�i�� nts shall be set at a
uniform amount for all p cJ "J�a1 "" be collected on a monthly,
quarterly or yearly a_nya9 .basis approved by the
Board of Directors. '0"'V«'uG�
Section 6. Association's Working Capital. After this
Declaration is recorded, and upon conveyance of a Lot by the
Declarant, the Board of Directors shall assess each Owner the sum
of Twenty -Five And No/100 ($25.00) Dollars. Such sums are
separate and distinctfl`k om annual As ents and shall not be
considered advance payme ,.of . _U `�� nts, and shall only be
due and payable upon thei-^^ and conveyance of such Lot
I �:
b the Declarant. Ea shape working capital fund
Y g P
must be collected fro ruch ,�'� his initial purchase of a
Lot, and must be transto t"�sociation at the time of
said closing of such lot purchase.
Section 7. Date of Commencement .of Annual Assessment; Due
Dates. The annual Assessments provided for herein shall commence
as to any Lot on thtt,day of the yance of such Lot by
Declarant. The first"':nnua -, shall be adjusted
according to the number fining in the calendar year
and the number of day _ nginen-eyance. At
least thirty (30) d in of each annual Assessment
period, the Board of Directors shall the amount of the annual
Assessment and notify every Owner subject thereto. The due dates
shall be established by the Board of Directors. The Association
shall, upon demand, and for a reasonable charge, furnish a
certificate signed by an officer of the Association setting forth
whether the assessment4,pn a specified. shave been paid.
Section 8. Effect o �o Assessments; Remedies of
the Association. Anyr( now ithin thirty (30) days
after the due date sha ear from the due date at a rate
equal to the lesser of (a) eighteefi l49A) per cent per annum or
(b) the maximum rate provided by applicable law. The Association
may bring an action at law against the Owner personally obligated
to pay the same or foreclose the lien against the Lot in like
manner as a mortgage of real property, or both. Upon exercise of
its right to foreclosd*.the Association y elect to declare the
entire remaining amount the 1:tFsment due and payable
and collect the same thr;7bilich
re. Penalties, costs and
reasonable attorney s r foreclosure shall be
added to the amount o c A949W, In the event of any such
foreclosure, the Owner shall be . ed to pay a reasonable
rental for the Lot after commencement of the foreclosure action,
and the Association in such foreclosure shall be entitled to the
appointment of a receiver to collect the same. No Owner may waive
or otherwise escape liability for the Assessments provided for
herein by non-use of,.w:,W:the Common Area abandonment of such
Owner's Lot.�ff_����1������..,
Additionally, th f hYP �1gpf any member may be
suspended by action o JJ D3�� during 'the period when the
Assessments remain unpaid; but, upo�ent of such Assessments,
his rights and privileges shall be automatically restored. If the
Directors have adopted and published rules and regulations
governing the use of the Common Properties and facilities, and the
personal conduct of any person thereon, as provided in the
13

•' IIIIIIIIfI II� R ! Jfl1 � i B�N:34.000
r ek County, RC Register of Deeds page 17 of 30
MPFICM
Declaration, they may, in their d s� ron, suspend the rights of
any such person for violation of such rules and regulations for a
period not to exceed thirty (30) days for each violation.
Section 9. SdbUdination of Lien. The lien of
Assessments provided for rei bordinate to the lien
of any first mortgage Osiian_
Sale or transfer of any Lot
shall not affect th nt However, the sale or
transfer of any LotgQrtgage foreclosure or any
proceeding in lieu of forecosure eof shall extinguish the
lien of such assessments as to the payment thereof which became
due prior to such sale or transfer. No such sale or transfer
shall relieve such Lot from. liability for any assessments
thereafter becoming due from the lien thereof nor shall it relieve
the Owner(s) of persorf liability or�tsums due.
Section 10. Dec` rant he right to not establish
the Association described herein, o collect the assessments
described, or to do so at any time in the future that Declarant
deems appropriate.
ARTICLE VI
'4:24USE RESTRICTI ��
mow:
Section 1, Land use.y` T e. Lots shall only be
used for private si ly residential homes
provided, however, th ' s
othi shall prevent Declarant and
transferees and/or assigns from usx ° ny dwelling as a model;
sales office or construction office nor to prevent any Owner from
conducting ordinary sales efforts to sell his house or lot.
Section 2. Signs_ No sign of any kind shall be displayed to
public view on a Lot ;. the Common P ties without the prior
written consent of the 'Mara oval by the Brunswick
County Zoning Department ary name and address signs
and lawn signs of not six are feet (e.g. 2' x 3'
maximum dimensions) i ize a Property for sale or
rent. Provided however, temporary advertising financing or
construction services may be displayed during actual construction
of improvements or for four (4) months, whichever is shorter.
Declarant may display such signs for the sale or improvement of
the Property as it deems necessary so long as Declarant owns any
Lot. `try.► n
Section 3. Dwelling `dn"s.L� No dwelling shall be
erected on any Lot un ansu ecifications have been
approved by Declarant sai d dwelling must contain no
less than 1,500 heated square fee �h'a two -car garage. E
dwelling must have a minimum main roof pitch of 7:12.
Section 4. Driveways. All driveways must be concrete and
must be a minimum paved width of 91.
Section 5. Lands ca A �ds must have sod and
must be maintained in (ajj i�rReI7 �r,
Section 6. Fenced�J _D
d of the front wall line of
the home shall be decorative and n e than Four (4) Feet in
height, shall be two -rail or three -rail fences made of vinyl or
wood picket. Privacy fences shall extend from the rear corners of
the home along the rear wall line to the rear side lot line and
along the side lot line to the rear property line or to the rear
�n�y

q� + 82641 P0422 07-73-24.0
I,
CountY��lCRobert J Robinson 00 ter of Deeds page 18 of 30
Mu.'.�? �f,P�J7C�'fl/14
easement line and may be a maximum o-1 4ix (6) Feet in height. No
fence or wall of any kind shall be erected, maintained, or altered
on any Lot without the prior written approval of the Declarant.
Section 7. Nuisance. No noxious or offensive activity shall
be carried on upon any.ot or Common. Pities, nor shall
anything be done thereon "'rich... i' �""tt``e,,Jr.- ome an annoyance or
nuisance to the nei hbo ' .,the exception of the business
g ►) P
of the Declarant andri �ree0R�M• Declarant in
developing or building --upon a 'I'p�d( a ots. No signs or
billboards shall be erected or maintal on the premises, except
that one (1) professional sign of not more than twenty-four (24)
inches square and one (1) sign of not more than six (6) square
feet may be used to advertise the property during construction
sales period. Large signs may be used on a temporary basis, but
only with the written ``mission of tk�e,hitectural Control
Committee. ;. -''_: J �U
Section 8. Anima f �Ikk malsd9 Lock, horses, or
poultry of any kind s f be �S� F �ggd,, or kept on any Lot
except for dogs, cats or other house hY-pets (excluding hoofed
animals), which are not dangerous, so long as they are not kept,
bred or maintained for commercial purposes. Any such household
pet shall not be allowed off the Lot of the Owner of said pet
unless said pet is attended and on a leash. Any pet which is not
kept inside a home sh I,,be provided ,f ed in area in the rear
yard of a lot. Owners sA%,J be { ![absolutely liable for
the acts of any pet kept Dog breeds, or any other
household pet shall n pon amp f hat exceeds a weight
of Eighty (80) pounds e fo �� pis shall not be
permitted: Rottweilers, Pit Bulls, 1Cr an Pinschers, Wolf -
hybrids and any dog that has any of the above breeds in their
lineage.
Section 9. Resubdivision. No lot shall be subdivided or
reduced in size nor " lot lines red without the prior
written consent of the cla (�i�] ���ccessors and assigns.
Before an Owner attempts �t }tito (2) or more adjoining Lots
to create one Lot f gnstruo�f a single residence
thereon, there must b rior �rr.�onsent of the Declarant and
from that date forward the resulti i combined lot may not be
subdivided or its boundaries changed without the written consent
of the Declarant or the Board.
No residence or building, including porches and projections
of any kind, shall b&;I:,,erected so as_�,�pfextend beyond, over or
across the setback lints, ,showti�, '`j [t L-=i-ecorded plat of the
Subdivision which include �( �:-$�ilar lot.
_UJ J 1f/�48(?7�ii JLC
Section 10. T rar es. No structure of a
temporary nature shall be erected on allowed to remain on any
Lot without written permission for the same by Declarant, the ARB
or the Board. At no time shall there be any structure of any kind
permitted other than those that are attached to the dwelling
including, but not limited to, garages, storage buildings, dog
houses, or any other 1! structure.
~���f
Section 11. Vehicle inoperative or unlicensed
vehicle or vehicle in , f r immkie disrepair shall be
kept or stored upon an �� of o 'bbom roperty nor may any repair
work be done to any motor vehicle, b� fir trailer except for very
minor repair work requiring less than one day's work. Boat and
camper storage shall be permitted provided that they are stored on
concrete pads and shall be stored only in side yards. All
vehicles shall be parked either on a concrete driveway or on a
concrete pad located in,,She side yard of Aqp dwelling.

%(� �I'F'1� ; � 34m®00
n � I n 10 u 7rurn NC Register of Deeds page 19 of M
Except with the written permin of the Architectural
Control Committee, no motor vehicle licensed to carry more than
ten (10) tons shall be allowed or parked on any Lot or street
within the subdivision except those vehicles delivering building
materials to develop oT improve the Lots or future Lots within the
subdivision. No mote hicle shall parked on any Lot for
more than thirty (30)y',wh' ���e under its own power
and/or components. A b Y
Ttedon a lot only behind the
main dwelling so that �� bthe street in front
of the dwelling. Own s ip es, go=carts, or two (2),
three (3), or four (4) wheel aln vehicles (not licensed
for public roads) is permitted within said subdivision, however,
vehicles of this nature shall not be operated on any streets or on
any Lots.
No stripped, partiMbLy wrecked, or d motor vehicles, or
parts thereof, shall be jftMitt ed on any Lot except
in an enclosed garage. c es of any type kept on any
Lot shall have currentM ionsAM
ection certificates.
Section 12. Water and Sewer Systems. No individual water or
sewer system shall be installed on any Lot and each Lot must be
connected to a public water and/or sewer system if it is available
to the Lot. Nothing herein shall be construed so as to prevent
the construction andeperation of allow well" for lawn
irrigation purposes. r�
Section 13. Ou 1 en`nasvmv utside radio antenna,
satellite dish or tel ion all be erected on the Lots
unless and until approved by the Dec t in writing. Declarant
may withhold such approval for any reason, including, but not
limited to, purely aesthetic ones.
Section 14. Clothes Drying. No outside close lines are
permitted. No drying airing of an thing or bedding shall
be permitted outdoors ohe)es or over the deck
railings of any dwelling._ r�
�J U
Section 15. Com on A ction. The exterior of all
houses and other structures must ompleted within six (6)
months after the construction of the same shall have commenced,
except where such completion is impossible or would result in
great hardship to the Owner or builder due to strikes, fires, and
national emergency. or natural calamities. House or other
structures may not beC., emporarily or nently occupied until
the exteriors thereof be and the applicable
governmental authority ha Phccupancy. During the
continuance of cons they shall require the
contractor to mainta. he a reasonably clean and
uncluttered condition. on comple ° f construction, the Owner
shall cause the contractor to immediately remove all equipment and
tools and shall require that all construction be completed within
ninety (90) days of occupancy or substantial completion, whichever
date shall first occur. Nothing contained herein shall preclude a
builder of speculative'*pmes from leavi loors, countertops and
wall coverings unfinishe&til re to comply with the
provisions of this Section2tti in the Owner paying a fee
to the Declarant of $1ay kfAmuck day of violation.
lJ ,-�
Section 16. Prohibited Work`Q Owner shall do any work
which would jeopardize the soundness and safety of the Property,
reduce the value thereof or impair any easement or hereditament
without, in every such case, unanimous written consent of all
other Property Owners affected being first obtained.

` \ 07-13-2007
-�1111 # ���I �IIIIIIIIIIIIIIINI z�az Paa24 i � 3a m0a
:: .
Br1►,yity, NC Register of Deeds page 20 of 30
Section 17. Rebuilding Require( Any Any Dwelling or other
structure on any Lot which may be destroyed in whole or in part by
fire, windstorm or by any other cause or act of God must be
rebuilt or all debris removed and the Lot restored to a natural
condition with reasonable promptness, provided, however, that in
no event shall such ds remain lon q't( an three (3) months.
Section 18. Repair' `Q(f.'; �� me{�t. Each Owner shall, at his
sole cost and expense, �s rsa� . keeping the same in a
good condition compar a to �f1.., r�}tion of such residence at
the time of its initial construction�'4xcepting only normal wear
and tear.
Section 19. Elevation and Drainage Changes. No changes in
the elevation, topography or drainage characteristics of any Lot
within the Subdivisi shall be made.., �Ihout the prior written
approval of the Declaran.x th� Board of Directors.
Section 20. Oil 0 e r. n No oil drilling, oil
development operation ini �y?. ons of any kind, including
exploration, shall be permitted upofi" Lot nor shall oil wells,
tanks, tunnels, mineral excavations or the construction of mining
shafts be permitted upon any Lot. No derrick or other structure
designed for use in boring for oil or natural gas shall be
erected, maintained or permitted upon any Lot.
Section 21. Li hti �a, `j� ipor or similar lights
I C ��
which are situate upon �}��No street lights shall be
permitted on any Lot �1 he -ritten consent of the
Declarant, the ARB orllh� Boa ��, ay decline such consent in
its sole discretion and may, but `�1 not be obligated to,
consider the feeling of adjoining Lot owners.
Section 22. Tree Removal. No trees or bushes of any kind
having a diameter of four (4) inches or more (measured from a
point two (2) feet ab6" the ground 1 v 4{ shall be removed from
any Lot without the ress ``jIL uthorization of the
Declarant, the ARB or the, � Jbf=�birectors. Declarant shall
J
further have the authqq e'quirepimy-yuawner removing a tree in
violation of this proven tsame at such Owner's cost.
Section 23. Garbage Disposal. Each Owner shall provide
garbage receptacles or similar facilities in accordance with
reasonable standards established by the County of Brunswick and/or
the Association, which shall be visible from the streets on
garbage pick-up days may. No garbage rash incinerator shall
be permitted upon the p'' ises _-• d`� � Ing, burying or other
disposal of garbage or tr j ['-tit or within the Subdivision
shall be permitted. 1 �lJ Cur�Y�II[�IIavr
Section 24. Certain Vehiclej'4%hibited from Lots. No
tractor trailers or mobile homes, motorcycles, or other habitable
motor vehicles of any kind, whether self-propelled or not, school
buses, large commercial vehicles, boat trailers, or boats shall be
kept, stored or parked overnight on any Lot,. Common Properties or
street within the Su% vision (with - tion of Section
above) without prior wr t"n co� :Ithe Declarant, except
that the storage of mo:�� b-a trailers and -boats is
permitted if inside a {{�� i47prZe y ZAdequately screened from
view. Screening must'apbthe Architectural Review
Board.
Section 25. Dischar a of Firearms. No one shall discharge
any firearms within the Subdivision.

e:.
0 `� 0 o Br t�+,����i�� er a 42dP0425 07
�s page 2, � .00
Section 26. Discharge of Ha Materials. No one shall
release, discharge, dispose of or allow to escape onto Lots,
Common Areas, lake(s), pond(s) or other nearby wetlands any oils,
petroleum products, alcohol, paints or other hazardous substances.
Section 27. AlteftUcj Wetlands Pr ted. No Owner of a Lot
adjoining any wetland o e 1 dredge or otherwise
alter the wetlands with written permission.
n � F
Section 28. Ma: xes. '- boxes or other receptacles
for receiving newspapers, mail and communications shall be
uniform throughout the Subdivision and must be approved by the
Declarant or the ARB.
Section 29. Garage Doors. All Owners of houses with garages
facing a street shall ke all efforts t� keep the garage doors
closed except when neces
Section 30. Pa Gara Owner shall park, or
allow to be parked, a or cles on the yards or other
non -driveway portions of a Lot. and other vehicles shall
not be parked on the streets except when temporary visitors
require such parking. Each house shall have an enclosed garage
with garage doors which are able to be opened for parking
vehicles.
Section 31. S d ' 1 H fl'&ich Owner accepts and
assumes all the risks ownership or occupancy
attendant to the owner uch L uding, but not limited
to, its proximity to Co rties or bodies of water.
Specifically, the Declarant does y disclaim any and all
liability for any property damage or personal injury resulting
from erosion along the bank of any lake or body of water, and all
ditches, streams, lakes, lagoons or other bodies of water located
in the Subdivision or adjacent to the Subdivision.
Section 32. Reservon of In addition to those
easements granted in thi and those shown on the
Subdivision Plat, as se shown on the Plat or
Plats of any Additio ro sequently subjected to the
plan and operation of this Declara nd not as any limitation
thereof, a perpetual, alienable and transferable right and utility
and drainage easement on each Lot is hereby reserved by the
Declarant for itself and its agents, devisees, successors and
assigns, along, over, under and upon the Lots and Common
Properties subject to s Declaration.
Section 33. Mutual E here shall be appurtenant to
each Lot a non-exclusi ( n fo:v a of all pipes, wires,
cables, conduits, ut sy 1' es and ducts serving the
improvements -thereon and situated ny other Lot.. Each Lot
shall be subject to an easement in favor of other Lots for use of
all pipes, wires, cables, conduits, utility lines, flues, and
ducts situated on or across such Lot and serving other Lots. In
addition, and subject to all rules and regulations promulgated by
the Association and bt the easements a�Assessments set forth
herein, each Owner, hid' "Es'O
es , shall have a non-
exclusive easement and r eI the areas designated as
bridges, paths, streetalk�systems to travel to
and from his Lot and nd e Common Properties, and a
right and easement of enjoyment in a o the Common Properties.
All such easements shall be appurtenant to and shall pass with the
title to each Lot.
f `J
.Irt`O
nvn
U v UMOFF '

" `119'� �I�fl�� II IIIIIIIIN II III B�s4z P0426-°gym
(�,f .....�)'l.( Robert J. Robinson
(1 I ` :jpety, NC Register of Deeds page 22 of 30
ARTICLE4'a"
INSURANCE AND CASUALTY LOSSES
Section 1. Insurance.
(a) The Board d6, Directors or,..,i,$1 duly authorized agents
shall have the authori t`,,to• .Jbbtain and continue in
effect adequate propert aL',..`ability and other insurance,
in such form as the�s ante, for the benefit of
the Association. Th cost h surance shall be a common
expense. `" "
All such insurance coverage obtained by the Board of
Directors shall be written in the name of the Association as
Trustee for the respective benefited parties, as further
identified in (b) berr Such insuF4 shall be governed the
provisions hereinafter sew fort
p �,�((t..�,ll,r
r '
(b) All policiesI f ILY writVWFWS t+h a company licensed to
do business in North rolina . ' - -] s a Best's rating of A or
better and is assigned a financial . A category of XI or larger
as established by A. M. Best Company, Inc.,, if reasonably
available, or, if not available, the most nearly equivalent
rating.
(c) All policies Vn the Common A4 hall be for the benefit
of Owners and their Mortcyq9ees_ SFr }�r i#�erests may appear; all
policies secured at the rMR..A ghborhood shall be for the
benefit of the Ownerfgagmr¢,their Lots within the
Neighborhood. LJG ,V--
(d) Exclusive authority to adjust losses under policies in
force on the Properties obtained by the Association shall be
vested in the Association's Board of Directors; provided, however,
no mortgagee having an interest in such losses may be prohibit
from participating in Vie, settlement `�nJegetations, if any, related
thereto. J [���
(e) In no event� ff� he i coverage obtained and
maintained by the Asdbiatio�SCv of Directors hereunder be
brought into contribution with ins purchased by individual
Owners, occupants, or their mortgagees.
(f) All casualty insurance policies shall have an inflation
guard endorsement, if reasonably available, and an agreed amount
endorsement with an t4atpnual review �one or more qualified
persons, at least one of`om mt�s, 1' real
estate industry
and familiar with con str rfUiVe Brunswick County, North
Carolina, area. nn n r(Ulll
l�
(g) The Association's Board oFrectors shall be required
to make every reasonable effort - to secure insurance polices that
will provide for the following:
(i) A waiver of subrogation by the insurer as to any
claims against the Assciation's Board Directors, its manager,
the Owners, and their rectiv�h servants, agents, and
guests; c' C�
(ii) A waiv y th_� of
its rights to repair,
and reconstruct, instead of paying c
(iii) That no policy may be cancelled, invalidated or
suspended on account of any one or more individual Owner;
(iv) That ndr,policy may bedc elled, invalidated, or
suspended on account oi`'` cond rrlI� Director, officer, or
�U1�FJl (� � v`�^

*du
111111111II111 a l PM271,_,3.34.016 44 34 000
Robiet RC R ister ofDDeeds age Zen
y, w page 23 of 30
employee.of the Association or uthorized manager without
prior demand in writing delivered to the Association to cure the
defect and the allowance of a reasonable time thereafter within
which the defect may be cured by the Association, its manager, any
Owner, or mortgagee;
(v) That any`�dt clause in any policy
exclude individual Owne erom consideration; and
UROFFICZAL
(vi) That policy- ° ancelled or substantially
modified without at least ten (10) a prior written notice to
the Association.
ARTICLE VIII
FXNMCING PROVISIONS
'F
Section 1. Appr� Ld Holders of First
Mortgages. Unless at -five (75%) percent of the
Owners and fifty-one ��,pp,��rce the holders of first
mortgages which are ned ox"`i ° hrough the FNMA, FHA or
similar agency on Lots located within a Properties, have given
their prior written approval, the -Association shall not:
(a) Change the method of determining the obligations,
assessments, dues or 9ther charges which may be levied against a
Lot Owner, or of the vft&g rights of f� Owners.
(b) Change the ;F�Aup
or maintenance and repairs as
may otherwise be setUMOMMU
(c) Impose any restrictiooonQ Owner's right to sell his
Lot.
Section 2. Books and Records. Any Owner or holder, insurer
or guarantor of a first mortgage on any Lot will have their right
to examine the books ' d records of Association, current
copies of this Declarati an nd Regulations during
any reasonable business on reasonable notice. Any
holder of a first halloo titled, upon written
request, to a copy o e A a financial statement for
the previous year.
Section 3. Payment of Taxes and Insurance Premiums. The
Owners and holders of first mortgages on Lots may, jointly or
singly, pay taxes or other charges which are in default and which
may or have become a e or lien a any of the Common Area
and may pay overdue pr ms nsurance policies or
secure new hazard insWch
upon the lapse of a policy
for property owned by iatia the persons, firms or
corporations making p 10 hall be owed immediate
reimbursement therefore from the Assoc..°4ion.
ARTICLE IX
DECLARANT'S RIGHTS
Any or all of . special ri nd obligations of the
Declarant may be trans �Xed ( L=persons or entities,
provided that the trans�iK! reduce an obligation nor
enlarge a right bey gr�h con herein, and provided
further, no such tran er sh = ective unless it is in a
written .instrument signed by the Dec° nt and duly recorded in
the Official Records of Brunswick County, North Carolina. Nothing
in this Declaration shall be construed to require Declarant or any
successor to develop any of -the property set forth in Exhibit "B"
in any manner whatsoever.
rn
�,a

a4;:; r ``�f 114 ��I` 7f� II fl IIIIIIIII IN III B342 P043 m6-44:34.000
/ Robert J. Robinson
8rut,l4ty, NC Register of Oeeds page 24 of 30
Notwithstanding any provisions�'atained in the Declaration
to the contrary, so long as sale of Lots by Declarant shall
continue, it shall be expressly permissible for Declarant to
maintain and carry on upon portions of the Common Area such
facilities and activities as, in the sole opinion of Declarant,
may be reasonably req�pd, convenie ,/- incidental to the sale
of such Lots, includ6d�
: ut (1i=' to, business offices,
�._
.
signs, model units, a - ces. TheDeclarant shall have
an easement for accesfaciIR� V- The right to maintain
and carry on such ili activities shall include
specifically the right to use rests owned by the Declarant,
if any, and any which may be owned by the Association.
So long as Declarant continues to have rights under this
paragraph, no person d entity shal ", ord any declaration of
restrictions and protec~ ve #� ld similar instruments
affecting any portion of "s without Declarant's review
and written consent tanyUhWffZWaPAted recordation without
compliance herewith l all tl n such declaration of
restrictions and protective covenants-, similar instrument being
void and of no force and effect unless subsequently approved by
recorded consent signed by the Declarant.
This Article may not be amended without the express written
consent of the Declarg4, provided, h r, the rights contained
in this Article shall tAinat %=^I ng by Declarant of a
written statement that al i ity has ceased.
STOBNWATER 1liNAGE�UIRnd=TS
The following stormwater management covenants are intended to
ensure ongoing compliance with State Stormwater Management Permit
No. 051207, as issued by the Division of Water Quality under NCAC
2H.1000. The State oe-Ai.orth Carolina de a beneficiary of
these covenants to the ektqnt ne +[�aintain compliance
with the Stormwater Mana e i ''These covenants are to run
with the land and be bI�� all posawmLand parties claiming
under them. The covens ,o stormwater may not be
altered or rescinded without the exp written consent of the
State of North Carolina, Division of Water Quality. Alteration of
the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality. The
maximum built -upon area per lot is 2,306 square feet. This
allotted amount includig*.any built-upo�constructed within
the lot property boundar and--t� of the right-of-way
between the front lot l' u `� of the pavement. Built
upon area includes bu 1'Il limit
p�onc� structures, asphalt,
concrete, gravel, bric = ,"� coquina, driveways, and
parking areas, but does not include N49d, open wood decking, or
the water surface of swimming pools. Filling in, piping or
altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway
crossings, is prohibited by any persons. Lots within CAMA's Area
of Environmental Conce ,.may have the ted built -upon area
reduced due to CAMA juris' tion_w EC. Filling in,
piping or altering any des '`� rb outlet Swale or
vegetated area associa LJte dkt is prohibited by
any persons. A 30' ve�ed st be maintained between
all built -upon area and the Mean Hig r line of surface
waters. All roof drains shall terminate at least 30' from the
Mean High Water mark. Each designated curb outlet swale or 100'
vegetated area shown on the approved plan must be maintained at a
minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter,
have a longitudinal sla,i no steeper tha percent (5%), carry
the flow from a 10 year m in5�e manner, maintain a
(�)� J 1 �9G ( uii ,:AL

MINI{IIIIII 9'-,42007
g � P94Z9.,:�4.0m0
n s''+��IEGHNiy, NC Regis e� of Deeds page 25 of 30
dense vegetated cover, and be locateeither a dedicated common
area or a recorded drainage easement.
ARTICLE XX
ARCHITECTURAL STANDARDS
SECTION 1. GENERAL. Qb A s�d. No improvements
shall be made, placed, c installed on any Lot and no
exterior modification 'ng I nts shall be
undertaken without pri appr �Southbend Architectural
Control Committee in accordance with Article except that the
Declarant activities shall be exempt from the requirements of this
Article so long as it is engaged in development or construction in
Southbend. Builder activities shall also be exempt from the
requirements of this Article so long as the residential structures
it builds on Lots in hbend are con ((� ted in substantial
t
conformity with. the bull pl ��hibited to
representatives of Decla ude Master Marque Homes
plans for the Guthrie, n ney,u 1, Lanvale 2 and the
Jarrell. Builder shal a en ubmit up to two additional
house plans which shall be acceptab a vided the homes depicted
are similar size, style and quality to the aforesaid five home
plans.
SECTION 2. Architectural Control Committee.
(a) Composition. Arckho&shall
ntrol Committee shall
be compromised of tRAD-1
be appointed,
and may be removed in d��retion of the
Declarant, so long cs any unimproved Lots, and
thereafter in the discretion of the iation. The members of
the Architectural Control Committee may,. but need not be, Owners,
and may include architects, engineers or similar professionals who
may receive such compensation for their service as the Association
may determine appropriate. (Qj
(b) Fees. The Ar ' ectuF
�t 0.'Committee may
establish and charge reaso defray costs of
administering applicat r this Article.
(c) Powers and Duties. The o nd Architectural
Committee shall receive and act on all applications of Owners
seeking approval of proposed Improvements or proposed changes to
existing improvements to Lots in Southbend. The Architectural
Control Committee shall establish and make available to all Owners
guidelines and procedu4ts for applicati nd required
submissions. The Owner o vac1 make application for
the construction of a resi ure on said lot within
sixty (60) days after t e t� of unless that time
limitation is waived i itiDeclarant or the
Association. U
The Architectural Control Committee may, by resolution,
exempt certain activities from the application and approval
requirement of this Article, provided such activities are
undertaken in strict c liance with the uirements of such
resolution. Via' %pv
The Committee may e"var pArom compliance with
any of its guidelines roc en circumstances such as
topography, natural obstructions, a , or aesthetic or
environmental considerations require, but only in accordance with
duly adopted rules and regulations. No variance shall (i) be
effective unless in writing; (ii) be contrary to this Declaration;
or (c) birid the Committee to grant a variance in other
circumstances. For p oses of this Se n, the inability to
obtain approval of any g nmenta, ; the issuance of
�To�

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J1. _hsklak C Ro ert J. 16:14:34.®00
1Ir, Re inter of Deeds R glnson "`;,f.I \v� ainl�°`!`+�1i 9 pa a 26 of ae
permits, or the terms of any financnghall not be considered a
hardship warranting a variance.
Section 3. Scope of Review. In reviewing each application
and related submissions, the Architectural Control Committee may
consider any factors i'ti'n¢eems relevan tluding harmony of
external themes establi696* for -'Its decisions may be
based on purely aestheti 3�1n's. Each Owner, by
accepting a deed to a lid uthbeUdgo' JMowledges that
determinations as to s�i'ch mat eA) bjective and opinions may
vary as to the desirability or att�°mess of particular
improvements.
The architectural standards and procedures established
pursuant to this Article are intended as a mechanism for
maintaining and enhandfta the overall tgetics of Southbend and
shall not create any duto Mlings
e Committee shall not
bear any responsibility fouctural integrity or
soundness of approvedYf cations, nor for
ensuring compliance wiuilother governmental
requirements, nor for ensurinare of
comparable quality, value or size or of similar architectural
style.
Neither the Declarant, the Association, nor the Architectural
Control Committee shal-142be held liable soil conditions,
drainage or other general' ite w ;'� btects in plans revised
or approved hereunder, or amages, or loss arising out
of the manner or qualiaction or
modifications. In all .-tie Assembly shall defend and
indemnify the Southbend.Architecturai� trol Committee and its
members.
Section 4. The Architectural Control Committee shall notify
the applicant of its determination on an application within sixty
(60) days after receiptrof the completed plication and all
required information. Tfi .Commit approve the
application, with or witho 1 approve a portion of
the application and di others; or (iii) disapprove
the application. In t�ase WJ royal, the Committee may,
but shall not be obligated to, speci She reasons for any
objections and/or offer suggestions for curing any objections.
Notice shall be deemed to have been given at the time the envelope
containing the response is deposited with the U.S. Postal Service.
Personal delivery of such written notice shall, however, be
sufficient and shall b(,wdeemed to have b given at the time of
delivery to the applican 4,q,
d.
In the event that lo _i tee o respond in a timely
manner, approval shall �I, �eeve been denied.
�y
After termination of the Declarant's right to appoint the
Committee, any denial of an application by the Committee may be
appealed to the Board of Appeals in accordance with such
procedures as the Board of Appeals may establish.
Section 5. Commenc t and lof Construction. If
construction has not commen �� ct for which an
application has been a �i) i in the after the date of
approval, such approvaied withdrawn. Once
construction is commenced, it sha`l �is�-s igently pursued to
completion. Unless otherwise agreed in writing by the
Architectural Control Committee, all elements of proposed
improvements for which plans are approved hereunder shall be
L� �J U)rp X

ft-MYOU1111141121i's'le"r s ? o ;,' z4,
,6.44:84.000
w ck of pow page 27 of 30
UMOMML
0 ��,,�
completed within one (1) year aft:t'f"ate of approval, or such
shorter period as may be specified in any agreement for the
purchase of the Lot from the Declarant. Declarant and Builder
shall be exempt from the time limitations of this Section.
Men
Section 1. Application. Y All rty Owners, their guests,
family members, employees, and tenants, or any other persons who
may in any manner use the Properties or any portion thereof, shall
be subject to the provisions of this Declaration.
Section 2. Enf ment. Declar ,the Association or any
Owner shall have the rig Ito e ,� y proceeding at law or
in equity, all restrict' ons, covenants, easements,
reservations, liens, �e n eafter imposed by the
provisions of this Tara ailure by Declarant, the
Association, or by any Owner force any covenant or
restriction herein contained shall in no event be deemed a waiver
of the right to do so thereafter. In the event Declarant or the
Association undertakes enforcement, a violator or violators shall
be obligated to reimburse Declarant or the Association in full for
all direct and indire costs, includin ]gut not limited to legal
fees, incurred in maintd ng c th these restrictions
in the event Declarant ciation prevails in such
enforcement proceedin UJ #Nm
Section 3. No Partition. rig
as is permitted in this
Declaration or any amendment hereto, there shall be no physical
partition of the Common Area or any part thereof, nor shall any
person acquiring any interest in the Properties or any part
thereof seek any such judicial partition, unless the Properties
have been removed from the provisions o his Declaration.. This
article shall not be co ued t a� pl�the Board of Directors
from acquiring and dispos le personal property nor
from acquiring title op ch may or may not be
subject to this Declar Wk.
Section 4. Severabilit_y. Invalidation of any one of these
covenants, easements and restrictions by judgment or court order
shall in no way affect any other provisions which shall remain in
full force and effect.
Section 5. Duration The Fhe!&b:&t%VCk
id restrictions of this
Declaration shall run with roperty constituting the
Subdivision, and shal ofand be enforceable
by the Declarant, thed ci any Owner for a period of
twenty {20) years from the date�of and thereafter shall
automatically continue in effect for additional periods of ten
(10) years each, unless otherwise agreed to in writing by the then
Owners of at least seventy-five (75%) per cent of the Lots.
Section 6. Assi ent. The Decla t shall have the right
to assign to any —one ' more qq�� firms, corporations,
partnerships or associatW�&
'l1` right, powers, duties,
easements and estates g the Declarant in this
Declaration specifical u not limited to, the right
to submit Additional Property an Property to the terms
hereof.
Section 7. Amendments by Declarant. For a period of thirty
(30) years from the date of recording of this Declaration, the
Declarant may amend tia Declaration i iv particular, except
relating to assessments,: an in in writing filed and
�tn01F
a

r
= fi t 111IIIIIIIIIIll 02642 P8432 °'_79_Z4,
. »k��- 17-13-24.000
Robert J. Robinson
wick_C NC Register of Deeds page 28 of 30
_. urn
recorded in the office of the Regisr of Deeds for Brunswick
County, North Carolina, with or without the approval of any Owner
or mortgagees, except as limited herein. Any amendment made
pursuant to this Section shall be certified by Declarant as having
been duly approved by Declarant, and shall be effective only upon
recordation or at sud2h,�,later date a 11 be specified in the
amendment itself. EacE`,' er, � ice of a deed or other
conveyance to a Lot, agre s -a o---d by such amendments as are
permitted by this Sec ug-ti� V_� addit - the foregoing amendment
rights, the Declarant' -shall fight at any time to amend
the covenants and restrictions o '1 Declaration to correct
typographical or clerical errors, and as may be required by any
governmental authority, institutional or governmental lender,
insurer or purchaser of mortgage loans, including, for example,
the Federal National Mortgage Association, the Federal Home Loan
Mortgage Corporation, Veterans Atration or the Federal
Housing Administration. Io a acting Lenders' rights
ot
shall be made without th sent of the lenders holding
mortgages on Sevent 7 1) u of the lots then
comprising the Subdivi J 9'`-vc
---vGN1s;
Section 8. Amendments by Association. In addition to the
amendments by Declarant set forth in the previous Section of this
Declaration, this Declaration may be amended at any time by an
instrument signed by the Owners of not less than seventy-five
(75%) per cent of Lots, excl� those owned by the
Declarant; provided, how r, t51nl�es_mrAVpmved
fin` y period in which the
Declarant owns a Lot or o v within the Subdivision, no
such amendment shall JJ���� in writing by the
Declarant. In addition o o� oing method, amendments to
this Declaration may be propose 3Wadopted in the following
manner:
(a) Notice of the subject matter of the proposed amendment
shall be included in the notice of the meeting of the Association
at whichsuch proposed -Amendment is to�onsidered and shall be
delivered to each Member` the Ag
(b) At such ���Uca� re adopting a proposed
amendment may be prop. y e Board of Directors or by
Members of the Association. Such ent must be approved by
Owners holding at least seventy-five (75%) per cent of the total
votes in the Association, excluding the Declarant's votes;
provided, however, that during any period in which the Declarant
owns a Lot within the Subdivision or has the option under this
Declaration to add Adcdional Property_ any portion thereof to
the Subdivision, such am6i ment m B oved by the Declarant.
(c) The a reeme '��
g q equ &ffl,'centage of the Owners
and, where required, De to any amendment of this
Declaration shall be evidenced Wibeir execution of such
amendment, or, in the alternative, the sworn statement of the
President of the Association attached to or incorporated in the
amendment executed by the Association, which sworn statement shall
state that the agreement of the required parties was lawfully
obtained. Any such ndment of this laration shall become
effective onlywhen re� ded o � � ��bb��� = later dates may be
specified in the amendment- �C shall be subject to the
approval of Declarant, �i � o`r!%, signs.
Section 9. Waiver. No provib$i6&a%ereof shall be deemed to
have been abrogated or waived by reason of any failure to enforce
the same, regardless of the number of violations or breaches which
may have occurred.
Section 10. Gen, r and Number. 1 pronouns used herein
shall be deemed to inc the mas � e .the feminine and non -
Jr
U�LI` UK _)YESUIM
J4,

`k•. ,. 07-18-2007
r �—� BZfi42 P0433 ,s:.4: 34.000
I P� Br t MC Regisber off Di We ' Rabar,son
UU /� y,'Inge 29 of 30
personal entities, as well as the sing and plural wherever the
context requires or permits.
Section 11. Rule Against Perpetuities, etc. Declarant
herein shall not in any way or manner be liable or responsible for
any violation of th,Yrestrictions any person other than
itself. In the event at
provisions hereof are
declared void by a cour' jurisdiction by reason of
the period of time ted � ch the same shall be
effective, then and i at terms shall be reduced to
a period of time which shall no °violate the Rule Against
Perpetuities or any other law of the State of North Carolina, and
such provision shall be fully effective for such reduced period of
time.
WITNESS our hands and
WITN�
4'� r"
I JUG, UMMICM
July, 2007.
PEJ, LLC.
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK: k
I, Glenda L. Wright, a No W,aSt
gh , Notary PuEare4dbeloM
� State, do hereby certify that
Pete Weppler, member/mana ger of PEJ, LLC a limited
liability company, personally t by authority duly given and as
the act of the company, the foregoing instnunent was sighed in its name by its
member/man
Wi ss my hand and official stamp or seal, this 13t' day of July, 2007.
len a L. Wright
Notary Public
My commission expires: 11/29/2010
P i3
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G� 77
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OftIII IIIIIII B2642 pe4M a�_13 2007
18:44urt4 NC Re Register of Deeds' Robinson
Y� 9 page 30 of 30
EXHIBIT « �av
THAT certain 5.21 acres plus or minus parcel of land located in Town Creek Township,
Brunswick County, North Carolina, bounded on the north and east by other lands of Dorothy
H. Flynn, on the west by the pavement centerline of S.R. 1438, on the south by lands now
or formerly of E.G. ; being carved from the southwest corner of that tract of land
described in deedreco Hook1301,atPage wick County Registry and
being more fully described ig*ows t9I
BEGINNING at a� Yam= ment cent438 (locally known as the
Isnvale Road). SaidVic r ing nail rth 14° 09' 36" East - 393.29 feet from
another nail set in the intersection of the center . 1700 and S.R. 1438. Running
thence from said beginning nail and with pavement centerline of S.R. 1438, North 23° 09'
30" East - 298.36 feet to another nail set in said centerline. Thence leaving said centerline
South 66° 50' 30" East - 713.42 feet (passing over an iron at 30.00 feet) to an iron. Thence
South 23° 0913011 West - 337.37 feet to an iron set in the Goodman line. Thence with the
Goodman line, Northfi3° 42' 4l" West - 714.48 feet (passing over an old pipe at 685.95 feet)
to the Beginning and%bWning 5.00 acres net. All , spiagnetic Deed Book 1301, at
Page 375 North line.
/_,\�
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�� III IIIIIIII ��1 pis es�a_9.,a
13:15:e7.ee4
KO oun y. NC Register of Deeds less1onsof 3 PROP
page
c
pl'eS8111Bf Ret:
olal
�9#4 Cash $
�JJ solaoc�mentan +ll�ydt duerorAri0i6hoil
''���C��r,�yDocumentctraainssnalsve�ifiedbYaAt�►el ; �"
"�nshurnenttnatcanno� be,sn�atucedwcopled.
NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Tax: $0.00 ( ` R #�ok and Page
Tax Map No. U See attached Exhibit "A"
Mail after recording
This instrument prepared by Alan M. Solana, a licensed North Carolina Attorney.
Delinquent taxes, in any, to be paid by the closing attorney to the county tax collector
upon disbursement of closing proceeds.
NO TITLE EXAM FORMED
THIS DEED made this day of 2013, by and between
GRANTOR
GES Investment Properties, LLC, Address: P.O. Box 1035
A North Carolina Limited Liability Company Wrightsville Beach, NC 28480
1f lkE v
Southbend Landvale Road, LLC lJ �r �Q Address: P.O. Box 1035
A North Carolina Limited Liability Company �zPe-,Oy Wrightsville Beach, NC 284110
The designation Grantor and Grantee as used h in shall include said parties, th it heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or ne �@s required b c,Qq jt�i t[p�
WITNESSETH, that the Grantor, for a valuI— ntee, the receipt of which is hereby
acknowledged, has and by these presents does k{d dargaF;W,
un the Grantee in fee simple, all that certain
lot or parcel of land and more particularly described as folio
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCEAS IF FULLY HEREIN. SET
OUT.
CETV��

' � �I�__pj�IIIIIII B3401 P1321 emons P
,f(�(�) """later of Deeds page 2 of 3
All or a portion of the property hereinabove de��i� ��,� b instrument recorded in Book 3250, Page
1235; Book 3386, Page 0469; Book 3307, Page 098, Brunswick�'stry.
A map showing the above described property is recorded in Map Book 40, Page 23 and referenced within this instrument.
The above described property does x does not include the primary residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot or ppf land and al appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, th t Mo r f 0%)RE& in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear o a ces, and that Grantor Will warrant and defend the
title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has he set his hand f corporate, has caused this
instrument to be signed in its corporate name by I .O Iprgrr�its), the day and year first above
written. � �n
GES Investment Properties. LLC (SEAL)
(EN4rg,
) Q•`
/ � � A Fb
By:f r � (SEA'
y Saunders, III nn �, ()� [r
Title: Member/Manaaer ��_J� Vie
By: (SEAL)
rrtie:
(SEAL)
STATE OF NORTH CAROLINA , COUNTY OF NEW rrsSar)
of GInvestment Pro te� a d County, do hereby certify that George
E. Saunders, III, Member/Manager
C, personally appeared before me and
acknowledged the due execution of the foregoing instrument on behalf of the company.
Witness my hand and official stamp or seal, this the l5"' day of 2Ai 3
My Commission Expires: 5—/7a A off, -
I ss` b 1 Jk —:4b1VGff
• 0 �<i.' /
;� CL
Gy. � aLC

n [750 �lrl3r�
TRACT I• ' `-� �-�;'�,���Gc� a n
BEING ALL of Lots 1, 2, 3, 4, 5, 6, 7, 8 ,9, 10 and 11 SOUTHBEND SUBDIVISION as shown on a map recorded in Map Book
40 at Page 23 in the Brunswick County Registry, reference to which is hereby made for a more particular description.
Parcel No's: Lot 1- 0471 B001; Lot 2 - 0471B002; Lot 3 - 047113003; Lot 4 - 047113004; Lot 5 - 0471B005; Lot 6 - 0471B006;
Lot 7 - 0471 B007; Lot 8 - 047113008; Lot 9 - 04 9; Lot 10 - 0471 BO1 1MO 0471 B011.
TRACT 11: O�
c�r�a
BEING all. of those certain tracts or parcels of lying a4"W(pwick County, North Carolina, and being more
particularly described as follow: %�;II
ALL of Lots 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, Southbend Subdivision as shown on a map recorded in Map Book 40 at
Page 23 in the Bumswick County Registry, reference to which is hereby made for a more particular description.
Parcel No's: Lot 12 - 047113012; Lot 13 - 0471 Lot 14 - 04718014- tt 0471BOl5; Lot 16 - 0471BOl6;
Lot 17 - 0471 B017; Lot 18 - 0471 B018; Lot 19 - 04iibl1W, L P3 21 - 0471 B021; Lot 22 - 0471 B022.
TRACT III:
Being all that certain tract or parcel of land lying and being in Town Creelc-Qnship, Brunswick County, North Carolina and
being bound on the North and East by (now or formerly) Joseph H. Goodman and Patricia S. Goodman as recorded in
Brunswick County Registry in deed book 1603, at page 213. Bound on the south by (now orformerly) E.G. Goodman, shown as
Brunswick County tax parcel #0470001205. Bound on the west by (now or formerly) PEJ, LLC as recorded in said Registry in
deed book 2141, at page 551 and being more particularly described as follows:
Commencing at an existing iron rod in the easte t of way line of Lana.k.a. SR 1438, a 60' publictight of way,
said existing iron rod being the common we., r i pro co r PEJ, LLC as recorded in said Registry in
dead book 2141, at page 551 and (now orforme�ri,y� and Patricia S. Goodman as recorded in said registry
in deed book 1603, at page 213. Thence leavii n�WVWAg with the common property line of said
(now or formerly) PEJ, LLC, and said (now or fb er1y) Josed Patricia S. Goodman, N 66'50'33" W 683.38'
to an existing iron rod, the Point of Beginning. Thence with the newa with(now or formerly) Joseph H. Goodman
and Patricia S. Goodman as recorded in said Registry in deed book 1603, at page 213, N 66'50'30" W 30.00' to a new iron pipe
set. Thence continuing with a new property line with said Joseph H. Goodman and Patricia S. Goodman, S 22'53135" W
337.59' to a new iron pipe set in the common property line with (now or formerly) E.G. Goodman. Thence leaving said new
property line and running with the common property line of said (now or formerly) E.G. Goodman, S 63'42'50" E 30.0(Y to an
existing iron rod, said existing iron rod being the east common comet trow or formerly) Joseph H. Goodman and
Patricia S. Goodman and (now or formerly) PEJ, Th mon property line, and running with the
common properly line with said (now or former " E 335.81' to the Point of Beginning containing
10,100.9 +1- square feet And being a portion of WWWO&W1603 at Page 213 of the Brunswick County
Registry. cc,
Parcel No. 0470001905 NIII III 11111111 IIII IIIII III IIIII III 13401ronda EIM 0, �ns PROP
Brunswick County, NC Register of Deeds page 3 of a
f_ 7
--
r'^
` n

trr�nwMM�
FOR REGISTRgTION REGISTER OF DEEDS
NEWNHRNOVER COUNTYjONC
2012 JUN 2112 42 10 PM
8K 5649 PG 1801-1804 FEE $26 00
NC REV STAMP $2, 000 00
INSIMENT 12012020720
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax $2,000.00
This deed was prepared by First Troy SPE, LLC, 340 Commerce Ave, Ste 17B, Southern Pines, NC 28387
Mail after retarding to -
PARCEL
PARCEL ID. R07900-003-05� 0 NO OPINION ON TITLE REQUESTED OR GIVEN
THIS DEED made this J day of May, 2012, by and between F'T 11 r1► "r D TO:
JEfral.y v. i V ;EER
GRANTOR: FIRST TROY SPE, LLC
A North Carolina Limited Liability Company
341 North Main St Troy, NC 27371
And
GRANTEE: E 95 TRANSPORT, LLC
A North Carolina Limited Liability Company
905 Blenheim Dr, Raleigh, NC 27612
The designation Grantor and Grantee as used herein shall Include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WTTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does giant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of Wilmingtou, County of New Hanover, North Carolina and more
particularly described as follows -
SEE ATTACHED EXHIBIT A
This is property described in two Deeds of Trust executed by Cypress Grove Land, .LC: The Deeds of Trust were
foreclosed (see 10 SP 95, New Hanover County)
The property heremabove described was acquired by Grantor by instrument recorded in Book 5490, Page 1563,
New Hanover County Registry
RE T'11
MAy 10 Z013
BY:

All or a portion of the property herein conveyed does not Include the pnmwy residence of the Grantor
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee, that Grantor has done nothing to fair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or
through Grantor, except for the exceptions hereinafter stated
1. Easements, Rights of Way, Restrictions and Encumbrances of record.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed in its company name by its duly
authorized Vice President the day and year first above wntten
NORTH CAROLINA,
CK41IRM M'1
FIRSiSYEKITZ,
SPE, LLC
BY " — (SEAL)
P May6g6r
I, � 1 a Notary Public of the County and State aforesaid do hereby certify that
PETER S M for FIRST ROY SPE, LLC, a North Carolina Limited Liability Company, personally
appeared before me this day and aclmowledged the due execution of the foregoing instrument for the purposes therein
expressed bang authorized to do so on behalf of the companyi�
Witness my hand and official stamp or seal, this �-day of May, 2012
Wd-L�A'VUZ b-Y:�
AV 6 (SEAL)
SEAL AMY ARMSTR No tic'
.N0tVY� a North � My ssian E ues
�► �orarn�eeton F ptris

QjEM"A"
Legal Description
All of Tract "BC", as shown upon that map recorded in the New Hanover County
Registry in Map Hook 33 at Page 227, said map being entitled "Boundary Survey for
Marvin EL Con&ton and wife, Carolyn".
NOTS: A portion of the above tract, which portion is shown upon that map recorded
in said Registry in Map Book 32 at Page 358, has been used as a demolition landfill,
pursuant to a permit recorded in said Registry in Book 1605 at Page 1644.
SAVING AND EXCEPTING THE FOLLOWING PORTION OF SAID
PROPERTY, WHICH HAS BEEN QUITCLAIMED OVER TO MARVIN H.
CONGLETON AND WIFE, CAROLYN R. CONGLETON.
A boundary line between two parcels of land known as Tract "A" as shown on the
map recorded in the New Hanover County Register of Deeds Office in Map Book 24
at Page 127 on the east and Tract "BC" as shown on the map recorded in the New
Hanover County Register of Deeds Office in Map Book 33 at Page 227 on the west;
said parcels located in Federal Point Township, New Hanover County, North
Carolina; said boundary line being more particularly described as follows:
Beginning at a No. 5 rebar set on the northerly property line of Tract "Be" located
north 600 15' 50" west a distance of 25.30 feat from the norther comer of said Tract
"BC"; said rebar also being located north 52°02'45" west a distance of 143924 feet
from a concrete monument local at the centerline of Lieutenant Congleton Road
at its westerly terminus as shown on the map entitled "Big Cypress Farms - Section
1" and recorded in the New Hanover County Register of Deeds Office in Mop Book
27 at Page 186;
Thence south I r35148" west from said point of beginning, through Tract "BC" and
along the center of a drainage ditch a distance of 1102.43 feet to a No. 5 rebar;
Thew south 15-48'47" west continuing through Tract "BC" a distance of 794.88
feet to an iron rod found at the fly corner of Tract "BC"; said iron rod
being the torminal point of ft boundary lip.

�NTY,
¢ I 0
0
Z p
0
JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration- 061211201212:42:10 PM
Book: RE 5649 Page: 18014804
Document No • 2012020720
4 PGS $26.00
NC REAL ESTATE EXCISE TAX: $2,000.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2012020720*
2012020720

R
MAY 10,2013

A
�. .. F
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: E 85 Transport LLC
REPORT FOR THE YEAR: 2012
SECRETARY OF STATE L.L.C. ID NUMBER: 0920744
NATURE OF BUSINESS: Development
REGISTERED AGENT: Carlisle, Gregory F
REGISTERED OFFICE MAILING ADDRESS: 905 Blenheim Drive
Raleigh, NC 27612
E-Filed Annual Report
8221552
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 905 Blenheim Drive
Raleigh, NC 27612 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: 919-868-5686
PRINCIPAL OFFICE MAILING ADDRESS: 905 Blenheim Drive
Raleigh, NC 27612
PRINCIPAL OFFICE STREET ADDRESS: 905 Blenheim Drive
Raleigh, NC 27612
MANAGERS/MEMBERS/ORGANIZERS:
Name: Gregory F Carlisle
Title: Member
Address:
905 Blenheim Drive
Raleigh. NC 27612
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Gregory F Carlisle
FORM MUST BE SIGNED BY A MANAGERMEMBER
Gregory F Carlisle
5/25/2012
DATE
Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

C200715500503
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 920744
Date Filed: 6/6/2007 9:09:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200715500503
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these. Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: E 85 Transport LLC.
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Jack J. Carlisle - Member / Organizer
211 West Martin Street
Suite 210
Raleigh NC, 27601
4. The street address and county of the initial registered office of the limited liability company is:,
Number and Street 211 West Martin Street Suite 210,
City, State, Zip Code Raleigh NC 27601 County Wake
5. The mailing address, if dierentfrom the street address, of the initial registered office is:
6. The name of the initial registered agent is: Jack J. Carlisle
7- Principal office information: (Select either a or b)
a. 0 The limited liability company has a principal office..
The street address and county' Iof the principal office of the limited liability company is:
Number and Street 210 West Martin Street Suite 210
City, State, Zip Code Raleigh NC 27601 County Wake
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

C200715500503
8. Check one of the following:
✓ (i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 4 day of June 2007
Signature
Jack J. Carlisle - Member / Organizer
Type or Print Name and Title
NOTES:
1. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

` LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Cypress Grove Land, LLC
SECRETARY OF STATE L_L.C. ID NUMBER: 0809351
NATURE OF BUSINESS: Land Development
REGISTERED AGENT: Shuttleworth, Steve
REGISTERED OFFICE MAILING ADDRESS: 720 N. Third St., Ste. 200
Wilmington, NC 28401
E-Filed Annual Report
-1-0-7845059
For year 2009
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 720 N. Third St., Ste. 200
Wilmington, NC 28401 New Hanover County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
720 N. Third St., Ste. 200
Wilmington, NC 28401
720 N Third St., Ste. 200
Wilmington, NC 28401
Name: Rene Mondejar III Name: Steve Shuttleworth Name: H. Lowell Moore
Title: Member Title: Member Title: Member
Address: Address: Address:
30 E. Kfowa St., Ste. 104 720 N. Third St., Ste. 200 1850 Arroya
ColoradoSprings, CO 80903 Wilmington, NC 28401 Colorado Springs, CO 80906
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Rene Mondejar
FORM MT JST BE STGNED RY A MANACTER/MEMBER
Rene Mondejar
04/16/2009
DATE
Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 0809351
Date Filed: 10/241200512:16:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200529400509
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: CYPRESS GROVE LAND, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be
no limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Rene Mondejar, III, Organizer and Member, 620 South Cascade Avenue, Suite 101
Colorado Springs, CO 80903
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 7741 Market Street. Unit I
6.
7.
City, State, Zip Code Wilmington, NC 28411-9444 County New Hanover
The mailing address, if d i Brent from the street address, of the initial registered office is:
The name of the initial registered agent is Steve Shuttleworth
Principal office information: (Select either a or b)
a. 0 The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 7741 Market Street, Units H&I
City, State, Zip Code Wilmington, NC 28411-9444 County New Hanover
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

S. Check one of the following:
(i) Members -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
X 00 Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. .Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 11 day of October, 2005
NOTES:
Signature
Rene Mondejar DI, Organizer and Member
Type or Print Name and Title
__ -- -- T-_ ---
---

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
May 8, 2013
Kelly Johnson
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: SW Modification Submittal
TARIN WOODS SW8 061005
New Hanover
CSD Project No. 05-0043
Dear Kelly,
MAY 8 Z013
The enclosed plans are for a revision to an existing subdivision in New Hanover County: The property has been acquired
by a new owner who revised the road and lot layout to eliminate a couple of the large ditch crossings. The revisions
required some placement changes of storage basins 1 and 2. All of the basins have been kept at or below the original
permitted impervious values. This permit is under old rules so the basins are designed for the 3" rainfall event to
eliminate the vegetative filter. Enclosed please find the following items:
two (2) copies revised plans
$505 application fee, check #1200
stormwater application
stormwater narrative
infiltration basin supplements
- O&M for basins
- change of ownership form
- stormwater calculations
If you have any ouestions or comments, please feel free to call. Thank you for your assistance.
Sincerely;
�Ip
Rodney Wright
Encl.: As noted above
EtlCEIVE
MAY 0 8 2M
e
cc: E85 Transport

STORMWATER MANAGEMENT CALCULATIONS
For
Tarin Woods Subdivision
New Hanover County, NC
PREPARED FOR
E85 TRANSPORT LLC
PO Box 1019
Wilmington, NC 28402
Prepared by:
COASTAL SITE DESIGN, PC
Po Banc 4041
Wilmington, NC 28406
Phone [phone]
Flax: 910 791-1501
U C-2710
\fit`
g
E
A-fi2Saa-
5- wfl

TABLE OF CONTENTS
Section Contents
I Stormwater Narrative
H Project Data
III Soils
IV 3" Volume Determination, Stage
Storage/Discharge Tables, draw down calculations
V Pump Curves
VI
Stormwater Management/Routing Summary
VII
Hydraulic Modeling
VIII
Stormwater Collection System Calculations
IX
Reserved
X
Swale Calculations
XI
Soils Evaluation Report
XII
Supporting Documentation
Cowl Slto D PC
M 824 !
�„y„ of^ wA.Aa

Section I
4ftCOastal Sae Design, PC
P.O. Box 4041
Mmi4oN NC 280

COASTAL SITE DESION9 PC
PO Boot 4041
Nkningkx% NC 28406
Phone: [phone]
Fax [phone]
LkWea #F C-2710
FOR STORMWATER EXPRESS REVIEW
March 4, 2013
PROJECT NAME: Tarin Woods
PROJECT DESCRIPTION: Tarin Woods is a proposed 130 lot single-family residential subdivision located in New Hanover County.
The project is located within % mile of SA;HWQ waters, and is proposing a total of 48% impervious surface throughout the site.
Open infiltration basins were chosen as the BMP's. Due to the typically shallow groundwater table, storage basins will be used to
store stormwater which will then be pumped to the infiltration basins. There are a total of four storage basins and four infiltration
basins handling stormwater for this project. Since this project was originally approved the property was foreclosed and new owners
have obtained the property. The new owners have revised the lot layout which changes the
modification to the permit is necessary for approval of the new drainage areas to the basinsdrainage areas to the basins. A
.
This project is designed to meet or exceed the minimum stormwater management requirements for both the NCDENR/DWQ and New
Hanover County's Stormwater Management Ordinance. Stormwater management will be provided for
Backyard water will drain directly offsite. impervious areas only.
This project is located very close to the ICW W and must be designed to meet NCDENRfDWQ requirements for projects located
within % mile of SA waters. Stormwater from the impervious areas will be collected via catch basins and conveyed to storage basins,
and then pumped to infiltration basins. The infiltration basins have been sized to store the first 3 inches of runoff and infiltrate this
volume in under 5 days time. Offiine bypass structures have been provided, which includes weir structures set at the 3 inch storage
volume elevation. Stormwater volumes larger than the design storm will pass over the weir and out the existing stormwater system.
Vegetative filters have not been included since the basin is storing twice the minimum design storm (1-1/2 inch volume
).
Additionally, emergency spillways have been provided for both storage basins and infiltration basins with the crest elevations set at
least 0.3 feet below the basin's top of berm.
In meeting New Hanover County's requirements, the basins have been designed 10 store and/or infiltrate the increased ff from the
2-year, 10-year, and 25-year storms. The calculations show that the basins will manage the discharge for the previously mentioned runo
storms. However, bypass and emergency weirs have been provided in the event of a device failure or a storm event much greater than any design storm.
PROJECT BMP: High density within'ri mile of SA;HQ waters / open infiltration basins.
STORMWATER ENGB EWCONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Howard Resnik, PE
[e-mail]
910 7914441 office
910 7911501 fax

Section II
Coaital Site Design, PC
P.O. Box 4041
Wilmington, NC 28406

PROJECT DATA:
Existing Site Data (pre -development condition):
Areas Draining to Storage Basin 1
existing impervious surface 0 sf (0.00 acres)
existing unimproved area 128,901 sf (2.96 acres)
Total area to Storage Basin 1 128,901 sf (2.% acres)
Areas Draining to Storage Basin 2•
existing impervious surface 0 sf (0.00 acres)
existing unimproved area 352,073 sf (8.08 acres)
Total area to Storage Basin 2 352,073 sf (8.09 acres)
Areas Draining to StoM Basin
existing impervious surface 0 sf (0.00 acres)
existing unimproved area 435,618 sf (10.00 acres)
Total area to Storage Basin 3 435,619 sf (10.00 acres)
Areas Draining to Stage Basin 4•
existing impervious surface 0 sf (0.00 acres)
existing unimproved area 643,535 sf (14.77 acres)
Total area to Storage Basin 4 643AM sf (14.77 acres)
Totsl was to Storage Basins:
existing impervious surface 0 sf (0.00 acres)
existing unimproved area 1,560,127 sf (35.81 acres)
Total area to Storage Basins l,M,i27 sf (35.81 acres)

TOTAL EXISTING TRACT AREAS:
total existing impervious surface 0 sf (0.00 acres)
total existing unimproved area 2,247,896 sf (51.60 acres)
total existing wetlands area 0 sf (0 acres)
Total Tract Area 2,247,896 sf (51.60 acres)
Proposed Site Data (post develovment condition within Areas draining to Storage Basins):
Areas Draining to Storage Basin 1:
proposed impervious surface 78,739 sf (1.81 acres)
proposed grassed areas 50,162 sf 0.15 acres)
Total area to Storage Basin 1 128,901 sf (2.96 acres)
Areas Draining to Storage Basin 2:
proposed impervious surface 180,648 sf (4.15 acres)
proposed grassed areas 171,425 sf (3.93 acres)
Total area to Storage Basin 2 352,073 sf (&08 acres)
Areas Draining to Storage Basin 3:
proposed impervious surface 224,726 sf (5.16 acres)
proposed grassed areas 210,892 sf (4.84 acres)
Total area to Storage Basin 3 435,618 sf (10.00 acres)
Areas Draining to Storage Basin 4:
proposed impervious surface 290,495 sf (6.67 acres)
proposed grassed areas 353,040 sf (8.03 acres)
Total area to Storage Basin 4 643,535 sf (14.77 acres)
Total Areas to Basins:
proposed impervious surface 774,608 sf (17.78 acres)
proposed grassed areas 785,519 sf (18.03 acres)
Total area to Basins 1,560,127 sf (35.81 acres)

Section III
C10, Site 10,11, PC
P.4.6ox 4041
yy'ilminglon, NC wa

Soil Types:
Abbreviation Type and Description Hydrologic Group
Area
Pm Pamlico D
17.18 ac
Mu Murville A/D
18.92 ac
Ly Lynn Haven B/D
10.70 ac
Le Leon B/D
4.03 ac
Kr Kureb A
0.24 ac
Se Seagate A/D
0.53 ac
(See attached page 15 of Table 8.01 d, "Soil Characteristics for Common Soils in North Carolina".
Also see attached Table 14, "Physical and Chemical Properties of Soils.")
(See attached soils map and page 26 & 63 from New Hanover County Soils Survey)
Coastal Slte Design, PC
PO, Box 4041
Wilmington, NC 2WO

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a. Site Ddon, Pp
Nh

Section IV
A
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 2M06

INFILTRATION BASIN 1
1-1120 VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE TO INFILTRATION BASIN
area to basin =
174,694
of
=
4.01
acres
buikJkgs/driveways =
48,570
of
paved area =
26,760
of
sidewalks =
3,401
of
future =
0
of
total Imp. surface =
78,739
sf
percent Imp. = 45.1 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 45.1 percent Impervious
Rv = ? (runoff coefficient, Inches per inch)
Rv = 0.05 + 0.009 (1)
Rv = 0.48 In/In
DETERMINE VOLUME
design arm = 1.5 Inch
Rv = 0.46 in/In
dreinace aras = AM acres
volume = ?
15 AT 3236
volume = (design storm)(Rv)(drainage area)
volume = 0.2 acre-ft
1-1/2' volume = 9,950 d of required storage volunw rrl veg. Flltsr
3' volume = 1%900 of of required allimVe volume wro vsg. Filter
STORAGE BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(80
(d)
(CO
13
2589
14
pump off slew, 14.5
We
3,988
3,018
2,230
3,018
15
4,380
1,870
5,248
6,917
16
5,331
4,848
11,763
17
weir cut 17.5
0,357
0,892
5,844
3,312
17,607
18
7,441
3,583
20121g
24,502
19
8,581
81011
34513
Storage provided between pump and overflow= 1li,871 of
31' storage volume provided = 20,919 of
25% of Y volume = 4,075 cf
4,975 + 15,671 = 20,M of > I%9W d
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON. NC 9-RdM

STORAGE BASIN STAGE - DISCHARGE TABLE:
pump flow rate (cfs) = 0.23
crest length of weir cut (ft) = 2.0
crest length of spillway (ft) = 20.0
ELEVATION
(m
13.9
14
15
16
17
18
19
20
21
elevation of pump = 13.9
elevation of weir cut = 17.5
elevation of spillway = 18.5
PUMP
WEIR SPILLWAY TOTAL
(6+6)
(Cfe) (C•) (0118)
0.23
- -
0.23
0.23
- -
0.23
0.23
- -
0.23
0.23
- -
0.23
0.23
2.33 -
2.56
0.23
12.12 21.21
33.57
0.23
26.09 110.23
136.55
0.23
43.22 237.17
280.62
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA VOLUME
STORAGE
(n) (SO (cf)
(cf)
19 10,451 -
-
20 12,139 11,295
11,295
20.8 13,552 10,270
21,571
21 13,914 2,747
24,318
1.50 storage volume provided = 21,571
of
STAGE - DISCHARGE TABLE:
Infiltration rate (cfs) = 0.48
crest length of spillway (ft) = 20.0
elevation of spillway = 20.8
ELEVATION INFILTRATION
SPILLWAY TOTAL
(11) (cfs)
(cfs) (do)
19 -
-
20 0.48
- 0.48
21 0.48
5.37 5.85
DRAWDOWN TIME:
linear Infiltration rate =
2 iNhr
=
0.000046 ft/sec
basin bottom area =
10,461 sf
3-d infiltration rate =
0.48 cf/sec
drawdown time =
743.1 minutes
or
12.4 hours
or
0.5 days
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28400

INFILTRATION BASIN 2
1-1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE TO INFILTRATION BASIN
area to basin =
367,733
at
-
8.44
&cam
buildinge/drlveways =
130,000
of 32.5 O 4,000
paved are =
43,306
sf
sidewalks =
7,342
sf
total imp. surface =
180,848
sf
percent Imp. = 49.1 %
DETERMINE RUNOFF COEFFICIENT (Rv)
In 49.1 percent impervious
Rv = 7 (runoff coefficient, Inches per Inch)
Rv = 0.05 + 0.009 (1)
Rv = 0.49 inrn
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.49 iMn
drainage area = 8.44 acrm
volume - p
volume = (design storm)(Rvxdrainage area)
volume = 0.5 acre-ft
1-11r volume = 22,021 d of required storage volume w/ veg. Flyer
3' volume = 40,2442 d Of required storage volume w/o veg'. FINer
STORAGE BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA
VOLUME
STORAGE
(h) (80
(cf)
(Co
8 2,823
_
9 3,550
3,187
3,187
10 4,354
pump Off 10.9 5,142
3.952
4,273
7,139
11,412
11 5,234
519
11,931
12 61191
4713
17,643
13 7,224
%706
24,351
14 8,333
7,779
32,129
15 91510
weir cut 18.8 10,124
8,922
4,909
41,051
4"59
16 10,756
4220
51,179
17 12,068
11,411
62,SM
18 13,439
12,753
75,343
Storage provided between pump and overflow =
34JH7 d
3' storage volume provided =
4§J-M d
25% of 3' volume =
11,311 d
11,202 + 34,547 =
45JM d > 45,047 d
COASTAL SITE DESIGN, PC
PO BOX 4041
y p

STAGE - DISCHARGE TABLE:
pump flow rate (cfs) - 0.20
elevation of pump = 10.9
crest length of weir cut (ft) = 2.0
elevation of weir cut = 15.5
crest length of spillway (ft) = 20.0
elevation of spillway = 17.5
ELEVATION
PUMP
WEIR SPILLWAY TOTAL
(f U
(do)
(cf1s) (do) (do)
10.9 5,244
0.20
- - 0.20
11 5,336
0.20
- - 0.20
12 6,311
0.20
- 0.20
13 7,374
0.20
- - 0.20
14 8,524
0.20
- - 0.20
15 9,754
0.20
- - 0.20
16 11,065
0.20
2.33 - 2.53
17 12,452
0.20
12.12 - 12.32
18 13915
0.20
25.09 - 26.29
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(80
(cf)
(cf)
18
23,486
-
-
19
25,841
24,664
24,664
19.8
27,776
21,447
48,110
20
28,267
5,604
51,715
3' storage volume provided = 46,110 of
STAGE - DISCHARGE TABLE:
infiltration rate (do) = 1.09
crest length of spillway (ft) = 20.0 elevation of spillway = 19.8
ELEVATION INFILTRATION SPILLWAY TOTAL
(ft) (do) (cls) (ds)
18 - -
19 1.09 - 1.09
20 1.09 5.37 6.45
DRAWDOWN TIME:
linear infiltration rate =
basin bottom area =
3-d infiltration rate =
drawdown time =
2 in/hr
0.000046 ft/sec
23,486 sf
1.09 cf/sec
706.8 minutes
or
11.8 hours
or
0.5 days
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

INFILTRATION BASIN 3
1-1/20 VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE TO INFILTRATION BASIN
area to besln =
478,671
of
=
10.99
acres
buiidings/drivewa" =
160,000
at
paved area =
56,971
of
sidewalks •
7,755
of
total imp. surwe =
224,720
sf
percent Imp. = 47.0 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 47.0 percent impervious
Rv = ? (runoff coeffklent, inches per Inch)
Rv = 0.05 + 0.009 (1)
Rv = 0.47 IMn
DETERMINE VOLUME
design storm =
1.5 Inch
Rv =
0.47 IMn
drainage area =
10.99 acres
volume =
?
volume - (design storm)(Rvxdrelnage area)
volume = 0.6 acre-ft
1-1/2' volume = 28,273 d of required dorage volume w/ vsg. FI Mr
3' volume = 56JM d of required storage volume w/o veg. Filter
STORAGE BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(it)
(so
(d)
(cf)
15
24,872
-
pump elev 15.6
25,926
15,180
15,180
16
26i787
14543
2%723
16.1
27,004
2,690
28,413
17
weir Cut 17.2
28.982
29,427
2%194
5,841
53,60e
NW7
18
31,233
24,254
83,711
19
33,542
32,368
11%099
20
35,907
34,725
1MB23
21
38,328
37,118
187,941
22
40.807
39,568
227,508
23
43,341
42,074
281i,582
Storage provided between pump and overflow = 7 d
3' storage volume provided = 59,447 d
25% of 3' volume = %130 d
14,136 + 44,267 = 58,403 d > 58,820 d
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON. NC 26400

STAGE - DISCHARGE TABLE:
pump rate (cfs) = 0.21
crest length of weir cut (ft) = 2.0
crest length of spillway (ft) = 40.0
ELEVATION
PUMP
00
Well
15 24,672
0.00
16 26,787
0.21
17 28,982
0.21
18 31,233
0.21
19 33,542
0.21
20 35,907
0.21
21 36,328
0.21
22 40,807
0.24
23 43,341
0.24
INFILTRATION BASIN STAGE - STORAGE TABLE:
ELEVATION
(ft)
22
23
23.8
24
AREA
(sf)
32,966
35,912
38,320
38,929
1-1/2" storage volume provided =
3" storage volume provided =
STAGE - DISCHARGE TABLE:
INCREMENTAL
VOLUME
(cf)
34,439
29,693
7,725
34AN of
K132 of
elevation of pump = 16.0
elevation of weir cut = 17.2
elevation of spillway = 21.0
WEIR SPILLWAY TOTAL
ON ON ON
- -
0.21
- -
0.21
4.72 -
4.93
15.94 -
16.15
30.92 -
31.13
48.89 -
49.10
69.41 120.00
189.65
92.19 339.41
431.84
STORAGE
(nf)
34,439
64,132
71,857
infiltration rate (cis) = 1.53
crest length of spillway (ft) = 20.0 elevation of spillway = 23.8
ELEVATION INFILTRATION SPILLWAY TOTAL
(ft) (cls) (CIS) (cls)
22
23 1.53 - 1.53
24 1.53 5.37 6.89
DRAWDOWN TIME:
linear infiltration rate =
basin bottom area =
3-d infiltration rate =
drawdown time =
2 in/hr
0.000046 ft/sec
32,M at
1.53 cf/sec
700.3 minutes
or
11.7 hours
or
0.6 days
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

STAGE - DISCHARGE TABLE:
pump rate (cfs)
0.21
elevation of pump = 15.9
crest length of weir cut (ft) = 2.0
elevation of welr cut - 18.4
crest length of spillway (ft)
40.0
elevation of spillway = 20.2
ELEVATION
PUMP
WEIR SPILLWAY TOTAL
(f"
(cfe)
left) (ole)
(cn)
16 13,099
0.21
021
17 14,807
0.21
0.21
18 18,673
0.21
0.00 0.00
0.21
19 18,395
0.21
3.07 0.00
3.28
20 20,274
0.21
13.36 0.00
13.67
21 22,209
0.21
27.67 85.87
113.74
22 24,201
0.21
45.08 289.79
335.09
23 26,249
0.21
65.11 562.24
627.56
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA
VOLUME
STORAGE
(ft) (SO
(0
(ct)
24 16.292
25 17.832
17,072
17,072
26 19,480
18,666
36.738
26.1 19,646
1,956
37,694
27 21,175
18,369
56,064
27.9 22,759
19,770
75,834
28 22,938
15,994
91.828
29 24,770
23,854
115,682
30 26,670
75,720
141,402
31 28,638
27,654
169,056
T' storage volume provided = 75,834 of
STAGE - DISCHARGE TABLE:
infiltration
rate (cls) = 3.77
crest length of spillway (ft) = 20.0
elevation of spillway = 30.0
ELEVATION
INFILTRATION
SPILLWAY TOTAL
(ft)
(cfs)
(oil) (cls)
24
16,292
-
25
17,852
3.77
3.77
26
19,480
3.77
3.77
27
21,175
3.77
3.77
28
22,938
3.77
3.77
29
24.770
3.77
3.77
30
26,670
3.77
- 3.77
31
28,638
3.77
60.00 63.77
DRAWDOWN TYIIE:
Il near:nfiltration rate =
basin bottom area -
3-d Infiltration rate =
drawdown time =
10 in/hr
0.000231 It/sec
16,292 sf
3.77 cflsec
335.1 minutes
or
5.6 hours
or
0.2 days
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

INFILTRATION BASIN 4
1-1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE TO INFILTRATION BASIN
area to basin =
675,480
sf
=
15.51
acres
buiklinga/drNeways =
133,000
sf
paved area =
96,044
sf
sidewalks
9,451
sf
future =
32,610
amenities area =
19,390
sf
total imp. surface =
290,495
sf
percent imp. = 43.0 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 43.0 percent impervious
Rv = ? (runoff coefficient. Inches per Inch)
Rv = 0.05 + 0.009 (1)
Rv = 0." iron
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.44 Wn
drainage area = 15.51 acres
volume = ?
volume = (design storm)(Rvxdrainage area)
volume _ 0.8 acre4
1-1/2" volume = 36,902 of of required storage volume w/ veg. FlIEar
3" volume = 73,805 cf of required storage volume w/o veg. Fiker
STORAGE BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA
VOLUME STORAGE
(a) (SO
(0
(0
14 12,464
15 14,306
13,385
13,385
25%of volume 15.4 15,064
5,874
19,259
16 16,227
9,387
28,646
17 18,223
17,226
45,871
18 20,276
19,250
66,121
18.5 21,325
10,400
75,521
19 22,386
10,928
86,449
20 24,553
23,470
109,918
21 26,776
25,665
135,583
22 79,057
27,917
163,499
23 31,393
30,225
193,724
Storage provided between pump and overflow =
62,136 of
3" storage volume provided =
75,521 cf
25% of 3" volume =
18,451 cf
18,451 +62,136 =
80,887 ef> 73,805 of
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

I- -

Section V

I
dbS STORMWATER PUMP STATION / FORCE MAIN CALCULATIONS
,E BASIN 1
CONDITIONS'
19.0 = APPROXIMATE DISCHARGE ELEVATION
13.9 = ELEVATION OF PUMP
17.5 - INVERT OF HIGHEST POINT IN PROPOSED FORCE MAIN
410 LF OF PROPOSED 3' FORCE MAIN
20919 CF VOLUME TO BE DRAWN DOWN IN UNDER 5 DAYS
21.7 GPM MIN. FLOWRATE REQUIRED TO DRAWDOWN IN 5 DAYS
HEAD LOSS•
USING HAZEN-W ILLIAMS: Q = 22 GPM min. required for drawdown
D= 3'
hi = 10.44 x 410 x 22 ^1.85 0.7 FT L = 410 FT
1400%1.85 x 3 ^4.87 C = 140
he = 17.5 - 1&0 = 3.6 FT
hm = 522 x 3.7 x O^2 0.077 FT Ke = 5
DO4
TOTAL DYNAMIC HEAD = 4.3 FT
USE 22.0 GPM O 4.3 FT TDH FOR DESIGN
Select Tsurumi NK2-15 Saml-Vortex Dewatering Pump:
3' discharge
2 HP, 110 Vok, 1 Phase, 3440 RPM Motors
102 GPM ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
0.23 CF8 ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
1.07 DAYS ACTUAL DRAWDOWN TIME
Coastal Site Design, PC
Pa Box 491
PRQe 1 Whirg m, NC ON

TOWN PUN PE �FpitNlANt�
-OBSUBMAUM I
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30- 101
20
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20 1
40
10
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CAPACITY
13 141 -,- c-Tly I
ow9n, PC
284M
'Ohl iif 41 k

TARIN WOODS STORMWATER PUMP STATION / FORCE MAIN CALCULATIONS
STORAGE BASIN 2
PUMP CONDITIONS:
18.0 = APPROXIMATE DISCHARGE ELEVATION
9.3 = ELEVATION OF PUMP
17.5 = INVERT OF HIGHEST POINT IN PROPOSED FORCE MAIN
846 LF OF PROPOSED 3' FORCE MAIN
45959 CF VOLUME TO BE DRAWN DOWN IN UNDER 5 DAYS
47.7 GPM MIN. FLOWRATE REQUIRED TO DRAWDOWN IN 5 DAYS
HEAD LOSS -
USING HAZEN-W ILLIAMS: Q = 48 GPM min. required for drawdown
D= 3'
hf 10.44 x 848 x 48 A1.85 = 5.8 FT L = 848 FT
140011.85 x 3 A4.87 C = 140
he = 17.5 - 9.3 8.2 FT
hm = 622 x 3.7 x QA2 = 0.369 FT Ke = 5
DA4
TOTAL DYNAMIC HEAD = 14.4 FT
USE 48 GPM O 14.5 FT TOH FOR DESIGN
Select Tsurumi NK2-15 Semi -Vortex Dewatering Pump:
3' discharge
2 HP, 110 Volt, 1 Phase, 3440 RPM Motors
90 GPM ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
0.20 CFS ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
2.66 DAYS ACTUAL DRAWDOWN TIME
Coastal Mts Design, PC
P.O. Box 4041
pas 1 VlImingtm NC 2W

'IT
TSURURK- NERMI Pump I -MW4nM PLMM
25
51
r
SHMP F9M]FDHMMEE IMNSE
Pmuma
RMGE
i.... .......
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10
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is GPM 0 20 4o 41, go so 'trim
100 120 14
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CAPACITY
ti Site Dolg4 PC
load
WUM NCB
'A 00-60 •All

TARIN WOODS STORMWATER PUMP STATION / FORCE MAIN CALCULATIONS
STORAGE BASIN 3
PUMP CONDITIONS:
22.0 = APPROXIMATE DISCHARGE ELEVATION
15.6 = ELEVATION OF PUMP
22.0 = INVERT OF HIGHEST POINT IN PROPOSED.FORCE MAIN
576 IF OF PROPOSED 3' FORCE MAW
59447 CIF VOLUME TO BE DRAWN DOWN IN UNDER 5 DAYS
61.8 GPM MIN. FLOWRATE REQUIRED TO DRAWDOWN IN 5 DAYS
HEAD LOSS:
USING HAZEN-WILLIAMS: Q =
D=
hf = 10.44 x 576 x 61.8 11.86 = 6.3 FT L =
140A1.85 x 3 A4.87 C =
he = 22.0 - 15.6 = 6.4 FT
hm - 522 x 3.7 x 0112 = 0.733 FT Ke =
DA4
TOTAL DYNAMIC HEAD = 13.4 FT
USE 81.8 GPM 013A FT TDH FOR DESIGN
Select Tsurumi NK2-15 Semi -Vortex Dewatering Pump:
3' discharge
2 HP, 110 Volt,1 Phase, 3440 RPM Motors
95 GPM ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
0.21 CFS ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
3.25 DAYS ACTUAL DRAWDOWN TIME
61.8 GPM min. required for drawdown
3"
576 FT
140
6
Coastal Site Design, PC
s P.O. Box 4041
Wilmington, NU 2940E
Page 1

7—N
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CAPACITY
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Mk; Z9 :N1C 2

TARIN WOODS STORMWATER PUMP STATION / FORCE MAIN CALCULATIONS
STORAGE BASIN 4
PUMP CONDITIONS:
27.0 = APPROXIMATE DISCHARGE ELEVATION
17.1 = ELEVATION OF PUMP
27.0 = INVERT OF HIGHEST POINT IN PROPOSED FORCE MAIN
368 LF OF PROPOSED 3' FORCE MAIN
75521 CF VOLUME TO BE DRAWN DOWN IN UNDER 6 DAYS
78.5 GPM MIN. FLOWRATE REQUIRED TO DRAWDOWN IN 5 DAYS
HEAD LOSS:
USING HAZEN-W ILLIAMS: Q = 78.5 GPM min. required for drawdown
D= 3'
hf = 10.44 x 368 x 78.5 A1.85 6.3 FT L = 388 FT
140A1.85 x 3114.67 C = 140
he = 27.0 - 17.1 = 9.9 FT
hm = 522 x 3.7 x Q^2 = 0.988 FT Ke = 5
DA4
TOTAL DYNAMIC HEAD 17.1 FT
USE 78.5 GPM O 16.6 FT TDH FOR DESIGN
Select Tsuruml NK2-15 Semi -Vortex Dewatering Pump:
3' discharge
2 HP, 110 Vok,1 Phase, 3440 RPM Motors
96 GPM ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
0.21 CFO ACTUAL FLOWRATE ACCORDING TO PUMP CURVE
4.09 DAYS ACTUAL DRAWDOWN TIME
Coastal Site Design, PC
PO. Box 4041
page Wlmigm, NC MN

AV Tsuiumipum RK-5�� PERFOLVANE
-OBUTEMPLUM I DAuem C
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ai
LIS GM 0 20 40 90 FOOD P,; MI00 120 la
al 03 OA (W
CAPACITY
B ksl,y y
site *g; PC
Vktt 2um

Section VI
A Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28406

PRE -DEVELOPED CONDITIONS (see hydrograph summary):
- re-dev. — Basin 1
CN Pre Developed = 53 (SCS) composite value determined as follows:
+/-110,043 of of soils are A, woods —thin stand (CN = 45)
- +/- 21,094 sf of soils are B, woods — thin stand (CN = 66)
+/-19,579 sf of soils are D, woods — thin stand (CN = 83)
(110,043 x 45 + 21,094 x 66 + 19,579 x 83) / 150,716 = 52.8... Used CN = 53
Area=150,716 sf or 3.46 acres
Hydraulic length = 498 ft
Basin slope =1.8%
Qmax for pre-dev 2-yr storm =1.04 cfs
Qmax for pre-dev 10-yr storm = 4.11 cfs
Qmax for pre-dev 25-yr storm = 5.71 cfs
- Pre-dev. — Ba in 2
CN Pre Developed = 57 (SCS) composite value determined as follows:
- +/-133,127 sf of soils are A, woods — thin stand (CN = 45)
+/-195,880 sf of soils are B, woods — thin stand (CN = 66)
(133,127 x 45 + 185,880 x 66) / 319,007 = 57.2...Used CN = 57
Area = 319,007 sf or 7.32 acres
Hydraulic length = 720 ft
Basin slope = 6.1%
Qmax for pre-dev 2-yr storm = 2.91 cfs
Qmax for pre-dev 10-yr storm = 9.40 cfs
Qmax for pre-dev 25-yr storm =12.59 cfs
- ire-dev. — Basin 3
CN Pre Developed = 59 (SCS) composite value determined as follows:
- +/- 222,408 sf of soils are A. woods — thin stand (CN = 45)
+/-119,804 sf of soils are B, woods — thin stand (CN = 66)
+� 93,406 sf of soils are D, wooda — thin stand (CN = S3)
(222,408 x 45 + 119,804 x 66 + 93,406 x 83) / 435,618 = 58.9...Used CN = 59
Area = 435,618 sf or 10.00 acres
Hydraulic length = 702 ft
Basin slope =1.0%
Cowl SRO WA FC
P.Q ft al
VM,F-�M*^NCMW

Qmax for pre-dev 2-yr storm = 4.30 cfs
Qmax for pre-dev 10-yr storm =12.86 cfs
Qmax for pre-dev 25-yr storm = 17.02 cfs
- Pre-dev. — Basin 4
CN Pre Developed = 75 (SCS) composite value determined as follows:
+/- 95,219 sf of soils are A, woods — thin stand (CN = 45)
- +/- 77,339 sf of soils are B, woods — thin stand (CN = 66)
+/- 470,977 sf of soils are D, woods — thin stand (CN = 83)
(95,219 x 45 + 77,339 x 66 + 470,977 x 83) / 643,535 = 75.3... Used CN = 75
Area = 643,535 sf or 14.77 acres
Hydraulic length = 527 ft
Basin slope = 0.7%
Qmax for pre-dev 2-yr storm = 20.06 cfs
Qmax for pre-dev 10-yr storm = 41.24 cfs
Qmax for pre-dev 25-yr storm = 50.50 cfs
POST -DEVELOPED CONDMONS (see hydrograph summary):
- Post-dev. - Basin 1
CN Post Developed = 76 (SCS) composite value determined as follows:
+/- 52,561 sf of soils are A, woods — thin stand (CN = 45)
+/-10,070 sf of soils are B, woods — thin stand (CN = 66)
+/- 9,343 sf of soils are D, woods — thin stand (CN = 83)
+/- 78,742 sf of impervious surface (CN = 98)
(52,561 x 45 + 10,070 x 66 + 9,343 x 83 + 78,742 x 98) / 150,716 = 76.4... Used CN = 76
Area=150,716 sf or 3.46 acres
Hydraulic length = 489 ft
Basin slope = 0.4%
Qmax for post-dev 2-yr storm = 3.93 cfs
Qmax for post-dev 10-yr storm = 8.21 cfs
Qmax for post-dev 25-yr storm =10.09 cfs
- Post-dev. - Basin 2
CN Post Developed = 81 (SCS) composite value determined as follows:
+/- 56,799 sf of soils are A, woods — thin stand (CN = 45) C08st81 Site Design, PC
+/- 80,474 sf of soils are B, woods — thin stand (CN = 66) A
P.O. Box 4041
+/- 181,734 sf of impervious surface (CN = 98) Wilmington, NC 28406
(56,799 x 45 + 80,474 x 66 + 181,734 x 98) / 319,007 = 80.5... Used CN = 81

Area = 319,007 sf or 7.32 acres
Hydraulic length =1,250 ft
Basin slope = 0.4%
Qmax for post-dev 2-yr storm = 6.19 cfs
Qmax for post-dev 10-yr storm =12.70 cfs
Qmax for post-dev 25-yr storm =15.55 cfs
- Post-dev. - Basin 3
CN Post Developed = 79 (SCS) composite value determined as follows:
+/-107,798 sf of soils are A, woods — thin stand (CN = 45)
+/- 56,881 sf of soils are B, woods — thin stand (CN = 66)
+/- 46,213 sf of soils are D, woods — thin stand (CN = 83)
+/- 224,726 sf of impervious surface (CN = 98)
(107,798 x 45 + 56,881 x 66 + 46,213 x 83 + 224,726 x 98) / 435,618 = 79.1..Used CN = 79
Area = 435,618 sf or 10.00 acres
Hydraulic length =1,210 ft
Basin slope = 0.4%
Qmax for post-dev 2-yr storm = 6.443 cfs
Qmax for post-dev 10-yr storm =12.62 cfs
Qmax for post-dev 25-yr storm =15.29 cfs
Post-dev. - Basin 4
CN Post Developed = 86 (SCS) composite value determined as follows:
+/- 51,645 sf of soils are A, woods — thin stand (CN = 45)
+/- 42,479 sf of soils are B, woods — thin stand (CN = 66)
+/- 258,916 sf of soils are D, woods — thin stand (CN = 83)
+/- 290,495 sf of impervious surface (CN = 98)
(51,645 x 45 + 42,479 x 66 + 258,916 x 83 + 290,495 x 98) / 643,535 = 85.5..Used CN = 86
Area = 643,535 sf or 14.77 acres
Hydraulic length =1,332 ft
Basin slope = 0.4%
Qmax for post-dev 2-yr storm = 21.75 c€s
Qmax for post-dev 10-yr storm = 38.25 cfs
Qmax for post-dev 25-yr storm = 46.17 cfs
Coastal Site Dasip, PC
,�.., P.0 BOX 4041
Art

- Routed -site -areas draining to pond routed through pond (see hydrographs)
Basin 1:
Qmax for post -route 2-yr storm = 0.28 cfs
Qmax for post -route 10-yr storm = 5.62 cfs
Qmax for post -route 25-yr storm = 8.97 cfs
Basin 2:
Qmax for post -route 2-yr storm = 0.80 cfs
Qmax for post -route 10-yr storm = 8.02 cfs
Qmax for post -route 25-yr storm =11.55 cfs
Basin 3:
Qmax for post -route 2-yr storm = 1.68 cfs
Qmax for post -route 10-yr storm = 7.41 cfs
Qmax for post -route 25-yr storm = 9.92 cfs
Basin 4:
Qmax for post -route 2-yr storm =11.75 cfs
Qmax for post -route 10-yr storm = 37.17 cfs
Qmax for post -route 25-yr storm = 44.72 cfs
SUMMARY:
Total Pre Development Flows:
Qmax for pre-dev 2-yr storm
= 1.03 + 2.91 + 4.299 + 20.06
= 28.30 cfs
Qmax for pre-dev 10-yr storm
= 4.11 + 9.40 + 12.86 + 41.24
= 67.61 cfs
Qmax for pre-dev 25-yr storm
= 5.71 + 12.59 + 17.02 + 50.50
= 85.82 cfs
Total Post -Routed Development Flows:
Qmax for post-routed-dev 2-yr storm = 0.23 + 0.77 + 1.68 + 11.75 = 14.43 cfs < 28.30 ok
Qmax for post-routed-dev 10-yr storm = 5.23 + 7.92 + 7.41 + 37.17 = 57.73 cfs < 67.61 ok
Qmax for post-routed-dev 25-yr storm = 7.87 + 11.46 + 9.92 + 44.72 = 7397 cis < 85.82 ok
Basin
100 yr Water surface
elevation
Top of Berm
1
18.41
19
2
17.4
18
3
1 18.88
123
4 120.07
123
Basin
100 yr Water surface
elevation (no outlet
Top of Berm
1
18.28
19
2
17.91
18
3
121.20
123
4
120.17 123
"SYSTEM PASSES 100 YEAR STORM Coastal Site Deslgn, PC
e PO. Box 4041
Wilmington, NC 2K6

Section VII
A
C"',04! She Design, PC
P,O. BOX 4041
WiimlVan, NC 2RO6

Hydrograph Summary Repordmflow HydrogmphsExtension for AutoCAD®Civil 3D®2012byAutodesk,Inc. v9
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strgs used
(cuft)
Hydrograph
Description
1
SCS Runoff
1.037
5
750
8,302
—
—
Basin 1 Pre-iev
2
SCS Runoff
2.914
5
756
22,001
—
—
Basin 2 Pre-dev
3
SCS Runoff
4.299
5
760
34,906
—
—
—
Basin 3 Pre-dev
4
SCS Runoff
20.06
5
740
113,367
—
—
Basin 4 Pre-dev
5
SCS Runoff
3.929
5
745
24,153
- W
—
Basin 1 Post-dev
6
SCS Runoff
6.192
5
770
54,482
—
—
—
Basin 2 Post-dev
7
SCS Runoff
6.443
5
775
86,940
—
-
—
Basin 3 Post-iev
8
SCS Runoff
21.75
5
755
163,894
—
----
--
Basin 4 Post-dev
9
Reservoir
0.227
5
1060
24,145
5
17.49
15,624
Basin 1 Routed
10
Reservoir
0.773
5
965
54.480
6
15.69
36,623
Basin 2 Routed
11
Reservoir
1.680
5
950
86,890
7
17.56
55,378
Basin 3 Routed
12
Reservoir
11.75
5
795
163.850
8
19.61
81,462
Basin 4 Routed
14
Reservoir
0.298
5
990
4,898
5
18.01
19,303
SB 1 No Outlet
15
Reservoir
0.000
5
We
0
6
17.26
54,482
SB 2 No Outlet
16
Reservoir
0.000
5
n/a
0
7
18.97
99,894
SB 3 No Outlet
17
Reservoir
2.765
5
880
44,695
8
20.28
97,953
SB 4 No Outlet
Coastal Site D111819 , PC
P.O. BM 4041
Wilmington, NC 28406
AII_basins.gpw
Return Period: 2 Year
Monday, 03 / 4 / 2013

Hydrog raph Summary Repo% �2
ro9�ph. Extension for 3D®2012
by sk, Inc. v9
HYd. HydroQraph Peak Time Time to Hyd. Inflow Maximum Total FiYdro9raph
type flow interval Peak volume hyd(s) elevation I
trge used Description
WO) (min) (min) (cutq (it) (cult)
1
SCS Runoff
4.111
5
745
25,101 —
—
—
Basin 1 Pre4ev
2
SCS Runoff
9.401
5
750
59,930 —
—
—
Basin 2 Pre-dev,
3
SCS Runoff
12.86
5
755
90,969 —
—
—
Basin 3 Pre4ev
4
SCS Runoff
41.24
5
740
229,424 —
— -
—
Basin 4 Pre-dev
5
SCS Runoff
8.212
5
745
49,498 —
—
—
Basin 1 Post-dev
6
SCS Runoff
12.70
5
770
110,257 —�
—
—
Basin 2 Post-dev
7
SCS Runoff
12.62
5
775
167,713 —
—
Basin 3 Post-dev
8
SCS Runoff
38.25
5
755
292,820
---
--
Basin 4 Post-dev
9
Reservoir
5.220
5
770
49,491 5
18.02
19,390
Basin 1 Routed
10
Reservoir
7.923
5
810
110,254 6
16.60
46,639
Basin 2 Routed
11
Reservoir
7.407
5
875
167,663 7
18.25
76,698
Basin 3 Routed
12
Reservoir
37.17
5
765
292,775
19.90
88,229
Basin 4 Routed
14
Reservoir
7.012
5
760
30,244
18.14
20,395
SO 1 No Outlet
15
Reservoir
6.924
5
815
52,697
17.7(
60,095
SO 2 No Outlet
16
Reservoir
1.090
1220
19,938
21.03
174,078
SO 3 No Outlet
17
Reservoir
29.22
6
775
160,584 8
20.63
106,775
SB 4 No Outlet
I
Coastal Slto,;,�., ,
.
P�9oii404lArlNC284U6
All basins.gpw
Return Period: 10 Year
Monday, 03 / 4 / 2013

Hydrograph Summary Repo qdraflow Hydrographs Extension for AutoCAD® Civil 3DO 2012 by Autodesk, Inc. v9
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
Interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(curt)
Hydrograph
Description
1
SCS Runoff
5.705
5
745
33,691
—
Basin 1 Pro-dev
2
SCS Runoff
12.59
5
750
78,701
---
Basin 2 Pre-dev
3
SCS Runoff
17.02
5
755
118,315
—
Basin 3 Pre-dev
4
SCS Runoff
50.50
5
740
281,252
—
—
Basin 4 Pre-dev
5
SCS Runoff
10.09
5
745
60,867
—
—
—
Basin 1 Post-dev
6
SCS Runoff
15.55
5
765
135,164
—
Basin 2 Post-dev
7
SCS Runoff
15.29
5
775
203.203
—
—
—
Basin 3 Post-dev
8
SCS Runoff
45.17
5
755
348,165
—
-
Basin 4 Post-dev
9
Reservoir
7.865
5
765
60,859
5
18.18
20,592
Basin 1 Routed
10
Reservoir
11.46
5
800
135,162
6
16.92
50,236
Basin 2 Routed
11
Reservoir
9.917
5
860
203,153
7
18.49
84,238
Basin 3 Routed
12
Reservoir
44.72
5
760
348.120
8
19.96
89,757
Basin 4 Routed
14
Reservoir
9.574
5
755
41,612
5
18.20
20,812
SB 1 No Outlet
15
Reservoir
12.30
5
795
77,605
6
17.79
61,272
SB 2 No Outlet
16
Reservoir
3.590
5
965
60,714
7
21.11
176,920
SB 3 No Outlet
17
Reservoir
38.19
5
765
210,630
8
20.71
108,944
SB 4 No Outlet
Coastal Site Design, PC
PO. Box 4041
Wilmington, N^was
All basins.gpw
Retum Period: 25 Year
Monday, 03 / 4 / 2013

Hyd rog ra ph Summary Repord� �ro9rophs Extension � AuloCAOW CH 308E 2012 Autodesk ^�' by ,Inc. vs
Hyd. Hydropraph Psak Time Tlme to Hyd. Inflow Maximum Total �rograph
No. b" flow interval Peak volume hyd(s) elevation
strgs used Description
1o+9in1 (ds) (min) (min) (cull)(ff) (off
1 SCS Runoff 8.932
5
745
51,275
—
---
—
Basin 1 Pradev
2 SCS Runoff 19.01
5
746
116,490
—
—
--
Basin 2 Pro-dev
3 SCS Runoff 25.24
5
755
172,957
Basin 3 Pre dev
4 SCS Runoff 67.89
5
740
380,244
—
—
—
Basin 4 Pre-dev
5 SCS Runoff 13.64
5
745
82,627
—
—
Basin 1 Post-dev
6 SCS Runoff 20.95
5
765
182.738
--
—
—
Basin 2 Past dev
7 SCS Runoff 20.28
5
775
270,456
—
—
—
Basin 3 Post-dev
8 SCS Runoff 57.94
5
755
451,914
—
—
—
Basin 4 Postdev
9 Reservoir 12.29
5
755
82,620
18.41
22,487
Basin 1 Routed
10 Reservoir 17.62
5
790
182,735
17.40
56,245
Basin 2 Routed
11 Reservoir 14.73
5
845
270.408
18.88
97,069
Basin 3 Routed
12 Reservoir 57.38
5
750
451,869
20.07
92,298
Basin 4 Routed
14
Reservoir
13.47
5
750
63,373
18.28
21,445
SB 1 No Outlet
15
Reservoir
20.28
5
775
125,179
17.91
62,749
SB 2 No Outlet
16
Reservoir
8.979
5
895
97.691
21.20
180,465
88 3 No Outlet
17
Reservoir
57.36
5
700
372,988
20.17
95,070
SS 4 No outlet
Coastal Site Design, PC
P.O. BOX 4041
WilminMon, NC 28406
All basins.gpw ROW Period: 100 Year I Monday, 03 / 4 / 2013

Pond Report
Hydraflow Hydrographs Extension for AutoCADS Civil 3138 2012 by Autodesk, Inc. v9 Tuesday, 03 / 12 / 2013
Pond No. 7 - Storage Basin 1
Pond Data
Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation =14.60 ft
Stage I Storage Table
Stags (ft) Elevation (ft)
0.00
14.60
0.40
15.00
1.40
16.00
2.40
17.00
2.90
17.60
3.40
18.00
4.40
19.00
Contour area (sgft)
3,986
4,360
5,331
6,357
8,892
7,441
8,581
Incr. Storage (cuft)
0
1,670
4,840
5,844
3,312
3,583
8,011
Total storage (cult)
0
1,670
0,515
12,359
15,671
19,255
27,266
Culvert I Orifice Structures
Weir Structures
[A]
[B]
[C]
[Pditr]
W
[B]
[C]
[D]
Rise (In)
Inactive
0.00
0.00
0.00
Crest Len (ft)
= 2.00
0.00
0.00
0.00
Span (in)
= 24.00
0.00
0.00
0.00
Crest El. (ft)
= 17.50
0.00
0.00
0.00
No. Barrels
= 1
0
0
0
Welr Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 16.50
0.00
0.00
0.00
Weir Type
- Red
-
-
-
Length (ft)
= 18.00
0.00
0.00
0.00
Multhstage
- No
No
No
No
Slope (%)
- 0.50
0.00
0.00
We
N-Value
= .013
.013
.013
n/a
Oriflce CoeM
= 0.60
0.60
0.60
0.60
Exfll.(inlhr)
= 0.000 (by Contour)
Muiti-Stage
= Ma
No
No
No
TW Elev. (ft)
= 0.00
NOW CulvertfOrlfice outflows are analysed under inlet (Ic) and outlet (oc) canb . Weir rlsem dfedced for orince conditlons (ic) and submergence (a).
Stage I
Storage I Discharge Table
Stage
Storage
Elevation CIV A
CIV B CIV C PrlRsr Wr A Wr B
Wr C Wr D Exfll User
Total
It
cult
R cfs
cfs cfs cfs cfa cis
cfe cis cis I C%
cis
0.00
0
14.60 0.00
- - - 0.00 -
- - - -
0.000
0.40
1,670
15.00 0.00
- - - 0.00 ---
- - - 0.224
0.224
1.40
6,515
16.00 0.00
- - - 0.00 -
- - - 0.225
0.225
2.40
12,359
17.W 0.00
- - - 0.00 -
- - - 0.226
0.220
2.90
15,671
17.50 0.00
- - - 0.00 -
- - -- 0.227
0.227
3.40
19,255
18.00 0.00
- - - 2.35 -
- - - 2.580
4.935
4.40
27,266
19.00 0.00
-- - - 12.24 -
- - - 12.47
24.71

Pond Report
Hydmflow Hydrographs Extension forAutoCAD® Civil 3De 2012 by Autodesk, Inc. v9
Tuesday, 03112 / 2013
Pond No. 2 - Storage Basin 2
Pond Data
Corftum -User-defined contour areas. Average and area method used for volume calculation. Segining Elevation =10.90 ft
Stage I Storage Table
Stage (14 Elevation (if)
Contour area (sglt)
Incr. Storage (cuff)
Total storage (cult)
0.00 10.90
5,142
0
0
0.10 11.00
1.10 12.00
5,234
6,191
519
4713
519
2.10 13.00
3.10 14.00
7,224
6,708
8,231
12,939
4.10 15.00
8,333
9.510
7,779
8,922
20,717
29,639
5.10 16.00
6.10 17.00
10,756
12,066
10,133
11,411
39,772
7.10 18.00
13,439
12,753
61,183
63,935
Culvert I Orifice Structures Weir Structures
IN
[9]
[C]
[Prritarl
[A)
[B]
[C]
[D]
Rise pn) Inactive
0.00
0.00
0.00
Crest Len (ft)
- 2.00
17.50
0.00
0.W
Span (In) - 38.00
0.00
0.00
0.00
Crest El. (ff)
- 15.50
20.00
0.00
0.00
No. Bmnele = 1
0
0
0
WNr CoeM.
- 3.33
2.60
3.33
3.33
Invert a. (IQ = 14.00
0.00
0.00
0.W
Wink Type
= Red
Broad
Length (if) = 91.W
0.W
0.00
0.W
MuM-3tage
= No
No
No
No
Slope (%) = 1.00
0.00
0.00
Na
N Value - .013
.013
.013
n/a
Orifice Coefl. = 0.60
0.60
0.60
0.60
ExrLPnihr)
= 0.000 (by
Contour)
Multi -stags = n/a
No
No
No
TW Elev. M)
- moo
NoW.. r.Uh wUorMee outllorn an &VJYMd u ldw Wd (If) nld OWNt (of) =.b . wor rran dw *@d rbr aAlla cored to (k) and sL&rda qw" (8),
Stage I Storage I Discharge Table
Stage Storage Elevation Clv A
R cult ft
Csv B Chr C
PrNbr Wr A
Wr I3
Wr C
Wr D
ExtII
User
Total
cfa
cfs are
era cfs
do
cis
cfs
cfs
cfs
cis
0.00 0 10.90
0.00
- -
- 0.00
0.00
0.10 519 11.00
0.00
- -
- 0.00
0.00
-
-
0.000
1.10 0,231 12.00
0.00
- -
- 0.00
0.00
0.214
0.000
2.10 12,939 13.00
0.00
- -
- 0.00
0.W
0.214
0.214
3.10 20,717 14.W
0.00
- -
- 0.00
0.00
0.215
0.215
4.10 29,639 15.00
0.W
- ---
- 0.00
0.00
-
0.217
0.216
5.10 39,772 16.00
0.00
- -
- 2.35
0.00
0.217
0.218
0.218
6.10 51,183 17.00
0.00
--- -
- 12.24
0.W
_
0.218
2.574
7.10 83,936 18.00
0.00
- --
- 28.33
0.00
0.219
-
--
-
0.221
26.55

Pond
Report
14
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Pond No. 3 - Storage Basin 3
Pond Data
Contours -User-defined contour areas. Average end
area method used for volume calculation. Begining Elevation =15.60 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sgft) Incr. Storage (cult)
Total storage (cuft)
0.00
15.60
25,928
0
0
0.40
16.00
25,787
10,543
10,543
1.40
17.00
28,962
27,885
38,428
2.40
18.00
31,233
30,108
68,535
3.40
19.00
33,542
32,388
100,923
4.40
20.00
35,907
34,725
135,647
5.40
21.00
38,328
37,118
172.765
6.40
22.00
40,807
39,568
212,332
7.40
23.00
43,341
42,074
254,406
Culvert 1 Orifice Structures
Weir Structures
[A] [Bl
[Cl
[PrfRsrl
[A] IS) [C] [D]
Rise (In)
Inactive Inactive 0.00
0.00 Crest Len (ft)
= 2.00 40.00 0.00 0.00
Span (in)
= 36.00 24.00
0.00
0.00 Crest El. (ft)
= 17.20 21.00 0.00 0.00
No. Barrels
= 1 1
0
0 Weir Coefif.
- 3.33 2.60 3.33 3.33
Invert El. (ft)
= 17.20 17.20
0.00
0.00 Weir Type
= Red Broad - -
Length (ft)
= 165.00 22.00
0.00
0.00 Multi -Stage
= No No No No
Slope (%)
- 0.90 0.90
0.00
n/a
N Value
= .013 .013
.013
We
Orifice Coeff.
= 0.60 0.60
0.60
0.60 Exfil.(Infhr)
- 0.000 (by Contour)
Multi -Stags
= n/a No
No
No TW Elev. (ft)
= 0.00
NoM: CulveMrillce aAflowe are analyzed under inlet (ic) and outlet (cc) control. Weir risers checked for orMce conwicne (ic) end awmergerm (s).
Stage (ft)
Stage / Discharge
£lev (ft)
8.00
' 23.60
6.00
21.60
4.00
19.60
2.00
uL
com
siteDes!
n PC
17.60
P.O.Usm
Wildton,
4041
NC 2840
0.00
15.60
0.0
40.0 80.0
120.0
160.0 200.0 240.0
280.0 320.0 360.0
400.0
Total 0
Discharge (Cfs)

Pond Report 16
Hydr36ow Hydrographs Extension forAuWCADO Civil 3De 2012 by AutodesK Inc. v9
Monday, 03 / 4 / 2013
Pond No. 4 - Storage Basin 4
Pond Data
Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation =1&40 ft
Stage I Storage Table
Stage On Elsvadon (ft)
Contour area (syft)
Incr. Storage (cull)
Total storage (cult)
0.W 16.40
15,064
0
0
0.60 16.00
1.80 17.00
16,227
18,223
9,387
9,367
2.80 1&00
20,270
17,225
19,250
20,612
46,W2
3.60 19.00
4.60 20.00
22,386
24,553
21,331
67,193
5.60 21.00
26,776
23,470
25,665
90,662
116,327
0.60 22.00
7.60 23.00
29,057
31,393
27,917
144,243
30,225
174,488
Culvert I Orifice Structures Weir Structures
[A]
[B]
[Cl
[Pditr]
[A]
[Bl
[Cl
[D]
Rlse (In)
Inactive
0.00
0.00
0.00
Crest Len (it)
= 2.00
40.00
0.00
0.00
Span (in)
42.00
0.00
0.00
0.00
Crest El. (ft)
= 18.50
19.50
0.00
0.00
No. BarroN
= 1
0
0
0
Welr CoeM.
= 3.33
2.80
3.33
3.33
Invert EL (it)
= 18.40
0.W
0.00
0.00
Weir Type
= Red
Broad
Length (ft)
= 112.00
0.W
0.00
0.00
Mum stage
= No
No
No
No
Slope (%)
= 0.30
0.W
0.00
WIN
N-Value
= .013
.013
.013
We
Orifice Coeff.
- 0.60
0.80
0.60
0.80
ExIlL(In/hh
= 0.000 (by Contour)
could -stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
Now cUwwVofflw aumwn we analyzed wxw He (Io) and au1Nr (ao) CW* WSW dMI dMdnd %r WMW amdl M 00 and SWMWOWM (a),
Stage I Discharge
8.00
4.00
2.00
I
i
1.00
Hai3toO"Ift rc
Pa BM
4U(Imingtan,
Elev (ft)
23.40
21.40
19.40
17.40
0.0 70.0 140.0 210.0 280.0 350.0 420.0 490.0 560.0 630.0 700.0 770.015.40
Total Q Discharge (cfs)

Pond Report
Hydraflow Hydrographs Extension for AutoCAOe Civil We 2012 by AutWesk, Inc. v9 Tuesday, 03112 / 2013
Pond No.10 - 801 NO OUTLET
Pond Data
Contours -User-defined contour areas. Average and am method used for volume calculation. Begintng Elevation -14.W it
Stage / Storage Table
Stags (R) Elsvatlon (ft) Contour area (sgft) Incr. Storage (cuff) Total storaga (CuM
0.00
14.60
3,988
0
0
0.40
15.00
4.360
1,670
1,670
1.40
18.00
5,331
4,848
81515
2.40
17.00
8,357
5,844
12,359
2.90
17.50
6,892
3,312
15,871
3.40
18.00
7,441
3.683
19,255
4.40
19.00
8,581
8.011
27,268
Culvert / Oriflce Structures Weir Structures
[Al
[el
[C]
[PrRar1
[A]
[M
[C]
[D]
Rise (in) Inactive
0.00
0.W
0.00
Crest Len (R)
Inactive
20.00
0.00
0.00
Sly (in) = 24.00
0.00
0.00
0.W
Crest El. (ft)
- 17.50
18.50
0.W
0.00
No. Barrels = 1
0
0
0
Wsir coef .
= 3.33
2.60
3.33
3.33
Invert 0. (ft) = 16.60
0.W
0.00
0.00
Weir Type
= Red
Broad
-
---
Length (it) = 18.00
0.00
0.00
0.00
Multi--titage
= No
No
No
No
Slope (%) = 0.50
0.W
0.00
Ma
N Value = .013
.013
.013
n/a
Oriflae CoeN. = 0.60
0.W
0.80
0.80
Exfll.oWhr)
= 0.000 (by Contour)
Multi -Stage = Ns
No
No
No
TW Elev. (ft)
= 0.00
NOW Crrlr KVorMca auMowe are analyzed under trial (le) and cutlet (ara oerMiol. Wak dean drrJad rar orifice parr skns (lc) and k bmweenoe (e).
Stage / Storage / Discharge Table
Stags Storage Elevation
1t
Chr A
Clv B Chr C
PrMsr Wr A
Wr B
Wr C
Wr D
Exfll User
Total
CUR It
Cb
cis cfs
Cb Cis
Ch
cis
Cis
cis cis
Cfe
0.00 0 14.60
0.40 1,670 15.00
0.00
0.00
- -
- 0.00
0.00
-
-
0.000
1.40 6,515 16.00
0.00
- -
- -
0.00
- 0.00
0.00
0.00
0.000
2.40 12,359 17.00
0.00
-
-- 0.00
0.00
0.000
2.90 15,671 17.50
0.00
- -
- 0.00
0.00
T
0.000
3.40 19,255 18.00
0.W
- -
- 0.00
0.00
-
-
-
0.000
4.40 27,268 19.00
0.W
- -
- 0.00
18.38
-
-
- 49.26
0,0w
67.64

Pond Report
HydraAow Hydrographs Extension for AutoCADV Civil 3D® 2012 by Autodesk, Inc. v9 Tuesday, 03 / 12 / 2013
Pond No. I I - SB2 NO OUTLET
Pond Data
Contours -User-deflned contour areas. Average and area method used for volume calculation. Begin(ng Elevation =10.90 ft
Stage I Storage Table
Stags (ft) Elevation (ft) Contour area (sgfq Incr. Storage (cure) Total storage (tuft)
0.00
10.90
5,142
0
0
0.10
11.00
5,234
519
519
1.10
12.00
61191
5,713
6,231
2.10
13.00
7,224
6,706
12,939
3.10
14.00
8,333
7,779
20,717
4.10
15.00
9,510
8.922
29.639
5.10
18.00
10,756
10,133
39.772
6.10
17.00
12.068
11,411
51,183
7.10
18.00
13,439
12,753
63,935
Culvert I Orifice Structures
Weir Structures
[Al [B]
[C]
[PffftrI
[A] [B]
[C] [D]
Rise (In)
Inactive 0.00
0.00
0.00
Crest Lan (ft)
Inactive 30.00
0.00 0.00
Span (in)
= 36.00 0.00
0.00
0.00
Crest El. (ft)
= 15.50 17.50
0.00 0.00
No. Barrels
= 1 0
0
0
Weir Coefi.
= 3.33 2.60
3.33 3.33
Invert El. (ft) = 14.00 0.00
0.00
0.W
Weir Type
= Red Broad
- -
Length (ft)
- 91.00 0.00
0.00
0.00
Multi -Stage
= No No
No No
Slops (%)
= 1.00 0.00
0.00
n/a
N-Value
= .013 .013
.013
n/a
Orifice Coeff. = 0.60 0.60
0.60
0.60
Exfll.(Infhr)
- 0.000 (by Contour)
Muld-Stage
= n/a No
No
No
TW Elev. (ft)
- 0.00
Nate. CuherVOriflce outflows are analyzed under inlet (1c) and oullel (oc)
aonhoi. Weir risers dodrsd for oriflm =x ions (10 and submeMence (e).
Stage I Storage I Discharge Table
Step
Storage Elevation Civ A
Clv B Clv C
PrfRsr Wr A
Wr B Wr C
Wr D Exfll User
Total
ft
tuft ft cfls
cis cfs
ofe cis
cfs cfs
cis cis cis
cf>a
0.00
0 10.90 0.00
- -
- 0.00
0.00 -
- - -
0.000
0.10
519 11.00 0.W
- -
- 0.00
0.00 -
- -
0.000
1.10
6,231 12.00 0.W
- -
- 0.00
0.00 -
- - -
0.000
2.10
12,939 13.00 0.00
- -
- 0.00
0.00 -
- - -
0.000
3.10
20,717 14.00 0.00
- -
- 0.00
0.00 -
- - -
0.000
4.10
29,639 15.00 0.00
- -
- 0.00
0.00 -
- - -
0.000
5.10
39,772 16.00 0.00
- -
- 0.00
0.00 -
- - -
0.000
6.10
51,183 17.00 0.W
- -
- 0.00
0.00 -
- - -
0.000
7.10
63,935 18.00 0.00
- -
- 0.00
27.58 -
- -
27.58

Pond Report _ 4
Hydratlow Hydrographs Extension for AutoCADf9 Chn7 313e 2012 by Autodesk, Inc. v9 Monday, 0314 / 2013
Pond No.12 - SO 3 NO OUTLET
Pond Data
Contours -User-defined contour areas. Average end area method used far volume calculation. Begining Elevation -15.60 ft
Stage / Storage Table
Stage (fy Elevation (ft) Contour area (sgft) Incr. Storage (cuff) Total storage (cuff)
0.00
15.60
25,928
0
0
0.40
16.00
26.787
10,543
10,543
1.40
17.00
20,982
27,885
38,428
2.40
18.00
31,233
30,108
68,535
3.40
19.00
33,542
32.388
100,923
4.40
20.00
35,907
34.725
135,647
5.40
21.00
38,328
37,118
172,765
6.40
22.00
40,807
39.568
212,332
7.40
23.00
43,341
42,074
254,405
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [Pur] JAI [B] [C] ID]
Rise (in)
Inactive
Inactim
0.00
0.00
Crest Len (ft)
Inactive
40.00
0.00
0.00
Span (In)
= 38.00
24.00
0.00
0.00
Crest El. (ft)
= 17.20
21.00
0.00
0.00
No. Barret
= 1
1
0
0
Weir Coefif.
- 3.33
2.80
3.33
3.33
Invert 0. (R)
= 17.20
17.20
0.00
0.00
Wdr Type
= Red
Broad
-
-
Lenglh (ft)
= 155.W
22.00
0.00
0.00
Muni -Stage,
= No
NO
No
No
Slope (%)
= 0.90
0.90
0.00
We
N Value
= .013
.013
.013
We
Orifice CoefL
= 0.60
0.60
0.60
0.60
Exfil.(IrW"
= 0.000 (by Contour)
Muhl- age
= We
No
No
No
TW Elev. (ft)
= 0.00
No* Cdvwb% rm ouMm a m andyzad under inlet (b) end ou" (wj . , .1 Wdr ream clreckad for ortft oor dkm (lo) end w mwaer= (s).
Stage (ft) Stage / Olacharge Elev (ft)
8.00
23.60
6.00 21.60
4.00
19.60
2.00
17.80
0.00 15.60
0.0 30.0 60.0 90.0 120.0 150.0 160.0 210.0 240.0 270.0 300.0
- Total Q Coastal Site Dealgn, POischarge (s)
. P.O. Box 4041
Wilmington, NC 2KG

Pond Report
Hydraflow Hydrographs Extension for AutOCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Pond No.13 - SB 4 NO OUTLET
Pond Data
Contours -User-defined contour areas. Average and area method used for volume calculation. Begining Elevation =15.40 ft
Stage I Storage Table
stage (ft) Elevation (ft) Contour area (sgft)
Incr. Storage (cuft)
Total storage (cuft)
0.00 15.40 15,054
0
0
0.60 16.00 16,227
9,387
9,387
1.60 17.00 18,223
17,226
26,612
2.60 18.00 20,276
19,250
45.862
3.60 19.00 22,386
21,331
67,193
4.60 20.00 24,553
23,470
90,662
5.60 21.00 26,776
25,665
116,327
6.60 22.00 29,057
27,917
144,243
7.60 23.00 31,393
30,225
174,468
Culvert I Orifice Structures
Weir structures
[A]
[B]
[C]
[PrlRsr]
[A]
[B]
[C]
[D]
Rise (In)
Inactive
0.00
0.00
0.00
Crest Len (ft)
Inactive
40.00
0.00
0.00
Span (In)
= 42.00
0.00
0.00
0.00
Crest El. (ft)
= 18.50
19.50
0.00
0.00
No. Barrels
= 1
0
0
0
Wslr Coeff.
= 3.33
2.60
3.33
3.33
Invert El. (ft)
= 18.40
0.00
0.00
0.00
Vlhir Type
= Rect
Broad
-
-
Length (ft)
= 112.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope 1%)
- 0.30
0.00
0.00
n/a
N-Valus
= .013
.013
.013
Na
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(IFVhr)
= 0.000 (by Contour)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
8.00
6.00
4.00
2.00
0.00 ' '
0.0 70.0
Total 0
Note: Culvert/Orifln allows ere analyzed under inlet (k:) and mullet (oc) control. weir risers dwscksd for orifice conditions (ic) and submergence (s).
Stage I Discharge
Elev (ft)
23.40
21.40
19.40
17.40
' rI Ir r r ' 15.40
140.0 210.0 280.0 350.0 420.0 490.0 560.0 630.0 700.0
Discharge (cis)
Coastal Site Ceslgn, PC
b P.O. Box 4041
Wilmington, NC 28400

Hydrograph Report 1
Hydraflow Hydrographs Extension for AuWAD® CMI 3139 2012 by Aukft*, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No.1
Basin 1 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 1.037 cfs
Storm frequency
= 2 yrs
Time to peak
= 750 min
Time interval
= 5 min
Hyd. volume
= 8,302 cuft
Drainage area
= 3.460 ac
Curve number
= 53
Basin Slope
= 1.8 %
Hydraulic length
= 498 ft
Tc method
= LAG
Time of conc. (Tc)
= 28.07 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Basin 1 Pre-dev
Q () Hyd. No. 1 — 2 Year
2.00
1.00
0.00
O 120 240 360 480 600 720 840 g60 1080
— Hyd No. 1
Q (Cfs)
2.00
1.00
0.00
1200 1320 1440 1560
Time (min)
Coastal Site Design, PC
P0. Box 404'
Wildr oon, NC 28406

5
Hydrograph Report
Hydreflow Hydrographs Extension for AutoCAD® Civil 3136 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 5
Basin 1 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 3.929 cis
Storm frequency
= 2 yrs
Time to peak
= 745 min
Time interval
= 5 min
Hyd. volume
= 24,153 cuff
Drainage area
= 3.460 ac
Curve number
= 74
Basin Slope
= 0.4 %
Hydraulic length
= 489 ft
Tc method
= LAG
Time of conc. (Tc)
= 33.94 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (cfs)
4.00
3.00
2.00
1.00
Basin 1 Post-dev
Hyd. No. 5 — 2 Year
Q (cfs)
4.00
3.00
2.00
1.00
0.00 I I I � I I I 1 I I 1 i 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
--- Hyd No. 5
Time (min)
VACoastal Site Design, pC
P0. BOX Q41
Wilmington, NC 28406

Hydrograph Report 9
Hydraflow Hydrographs Eftnelon for AutoCAM Civil WO 2012 by Autodeak, Inc. A
Monday, 0314 / 2013
Hyd. No. 9
Basin 1 Routed
Hydrograph type
= Reservoir
Peak discharge
= 0.227 cfs
Storm frequency
= 2 yrs
Time to peak
= 1060 min
Time interval
= 5 min
Hyd. volume
= 24,145 cuft
Inflow hyd. No.
= 5 - Basin 1 Post-dev
Max. Elevation
= 17.49 ft
Reservoir name
= Storage Basin 1
Max. Storage
= 15,624 cuff
Storage Indication method used.
Q (Cfs)
4.00
3.00
2.00
1.00
Basin 1 Routed
Hyd. No. 9 — 2 Year
Q (Cfs)
4.00
3.00
2.00
1.00
0.00
0.00
0 300 B00 900 1200 1500 1800 2100 2400 2700 3000
— Hyd No. 9 — Hyd No. 5 ® Total storage used=15,624 auft Time (min)
Coastal Site Design, PC
PO, Box 4041
Wil!1!i^^!M air

25
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc. v9
Hyd. No. 1
Basin 1 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 3.460 ac
Curve number
Basin Slope
= 1.8 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q WS)
5.00
4.00
3.00
2.00
1.00
0.00 '
0 120 240
--- Hyd No. 1
Basin 1 Pre-dev
Hyd. No. 1 —10 Year
360 480 600 720 840
Monday, 031412013
= 4.111 cfs
= 745 min
= 25,101 cuff
= 53
= 498 ft
= 28.07 min
= Type III
= 484
Q WS)
5.00
4.00
3.00
2.00
1.00
'I I' 0.00
960 1080 1200 1320 1440 1560
Time (min)
Coastal Site DUO, PC
PO Box 4041
Wilmington, NC 28406

Hydrograph Report
Hydrafbw Hydrographs Extension for AutoCA[O CMI 3139 2012 by Aubdask, Inc. v9
Hyd. No. 5
Basin 1 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
Stone frequency
= 10 yrs
Time to peak
Time interval
= 5 min
Hyd, volume
Drainage area
= 3.460 ac
Curve number
Basin Slope
= 0.4 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (Cfs)
10.00 I I,
8.00
6.00
4.00
M
Basin 1 Post-dev
Hyd. No. 5 —10 Year
29
Monday, 03 14 / 2013
= 8.212 cfs
= 745 min
= 49,498 tuft
= 74
= 489 ft
= 33.94 min
= Type III
= 484
Q (Cfs)
10.00
8.00
6.00
4.00
2.00
0.00 '- I I I 1 I 0.00
0 120 240 360 480 600 720 840 980 1080 1200 1320 1440 1 660
— Hyd No. 5 Time (min)
Coastal Site 0699n, PC
lM OU4041
yVinl r on, NC So

33
Hydrograph Report
Hydratlow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autadesk, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 9
Basin 1 Routed
Hydrograph type
= Reservoir
Peak discharge
= 5.228 cfs
Storm frequency
= 10 yrs
Time to peak
= 770 min
Time interval
= 5 min
Hyd. volume
= 49,491 cuft
Inflow hyd. No.
= 5 - Basin 1 Post-dev
Max. Elevation
= 18.02 ft
Reservoir name
= Storage Basin 1
Max. Storage
= 19,390 cuft
Storage Indication method used.
Basin 1 Routed
Q (off) Hyd. No. 9 — 10 Year Q (ofs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 - 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700
-- Hyd No. 9 — Hyd No. 5 ff7 Total storage used=19,390 cult Time (min)
Coastal Slte Design, PC
a PO Box 4041

Hydrograph
Report
41
Hydrallow Hydropraphs pension for AutoCAO® CMI 3138 2012 by Autodssk, Inc. v9
Monday, CO / 4 / 2013
Hyd.1 No.1
Basin 1 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 5.705 cfs
Storm frequency
= 25 yrs
Time to peak
= 745 min
Time interval
= 5 min
Hyd. volume
= 33,691 cult
Drainage area
= 3.460 ac
Curve number
= 53
Basin Slope
= 1.8 %
Hydraulic length
= 498 ft
Tc method
= LAG
Time of conc. (Tc)
= 28.07 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (cfs)
6.00
5.00
4.00
3.00
2.00
1.00
0.00 ' '
0 120 240
— Hyd No. 1
Basin 1 Pre-dev
Hyd. No. 1 — 25 Year
360 480 600 720 840
Q (Cfs)
8.00
5.00
4.00
3.00
2.00
1.00
0.00
980 1080 1200 1320 1440 1560
Time (min)
Coastal Site Design, PC
P.O. BOt491
wilo ft, W, Barg

45
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2012 by Autodesk, Ina v9
Monday, 03 / 4 / 2013
Hyd. No. 5
Basin 1 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 10.09 cfs
Storm frequency
= 25 yrs
Time to peak
= 745 min
Time interval
= 5 min
Hyd. volume
= 60,867 cuft
Drainage area
= 3.460 ac
Curve number
= 74
Basin Slope
= 0.4 %
Hydraulic length
= 489 ft
Tc method
= LAG
Time of conc. (Tc)
= 33.94 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Basin 1 Post-dev
Q (Cfs) Hyd. No. 5 — 25 Year Q (S)
12.00
12.00
10.00
10.00
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
0 00
n ao
0
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time (min)
y
4Coastal S99 Design, PC
P.O. Box 4041
wilminvon, NC am

Hydrograph Report a
Hydraflow Hydrographs Extension for AuWAD® Civil 300 2012 by Autodask, Inc, v9
Monday, 03 / 4 / 2013
Hyd. No. 9
Basin 1 Routed
Hydrograph type
= Reservoir
Peak discharge
= 7.865 cfs
Storm frequency
= 25 yrs
Time to peak
= 765 mien
Time interval
= 5 min
Hyd. volume
= 60,859 cuff
Inflow hyd. No.
= 5 - Basin 1 Post-dev
Max. Elevation
= 18.18 ft
Reservoir name
= Storage Basin 1
Max. Storage
= 20,592 cuff
Storage Indication method used.
Q (cfs)
12.00
-10.00
8.00
6.00
4.00
2.00
0.00
0 300
— Hyd No. 9
Basin 1 Routed
Hyd. No. 9 — 25 Year
600 900
-- Hyd No. 5
1200
Q (cfs)
12.00
10.00
8.00
LI
4.00
2.00
►- 0.00
1500 1800 2100 2400 2700
® Total storage used = 20,592 cuff Time (min)
COW Site DO19l; PC
P.O. Box 4041

2
Hydrograph Report
Hydrallow Hydrographs Extension for AutoCAM Civil 3D® 2012 by Autodesk, Inc. v9
Hyd. No. 2
Basin 2 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 7.320 ac
Curve number
Basin Slope
= 1.6 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 4.50 in
Distribution
Storm duration
= 24 hm
Shape factor
* Composite (Area/CN)=1(3.650 x 46) + (4.430 x 66)) / 7.320
Q(Cfs)
3.00
2.00
1.00
0.00 -�6
0
Basin 2 Pre-dev
Hyd. No. 2 — 2 Year
120 240 360 480 600 720 840
— Hyd No. 2
Monday, 03 / 4 / 2013
= 2.914 cfs
= 755 min
= 22,001 cuft
= 57*
= 720 ft
= 36.15 min
= Type III
= 484
Q (Cfs)
3.00
2.00
1.00
960 1080 1200 1320 1440 1560
Time (min)
Coastal site Design, PC
P0. Box 4041
Whinjon, NC 2WO

Hydrograph Report s
HydreAow Hydrographs Extension for AutoCAD® Civil 300 2012 by Autods* Inc, v9
Monday, 03 / 4 / 2013
Hyd. No. 6
Basin 2 Post-dev
Hydrograph type
= SC S Runoff
Peak discharge
= 6.192 cfs
Storm frequency
= 2 yrs
Time to peak
= 770 min
Time interval
= 5 min
Hyd. volume
= 54,482 cuff
Drainage area
= 7.320 ac
Curve number
= 75•
Basin Slope
= 0.4 %
Hydraulic length
= 1250 ft
Tc method
= LAG
Time of conc. (Tc)
= 69.89 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
` Composite (Area/CN) = [(4.150 x 99) + (1.740 x 39) + (2.190 x 61)] / 7.320
Q (Cfs)
7.00
6.00
5.00
4.00
3.00
2.00
1.00
Basin 2 Post-dev
Hyd. No. 6 — 2 Year
Q (Cfs)
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00 1y I I I I 10.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1580
— Hyd No. 6 Time (min)
4ACoastal Rlt® DaIgn, PC
E0. Box 4041
t'Vdminglan, NC 280

11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9 Monday, 03 / 4 / 2013
Hyd. No. 10
Basin 2 Routed
Hydrograph type
= Reservoir
Peak discharge
= 0.773 cfs
Storm frequency
= 2 yrs
Time to peak
= 985 min
Time interval
= 5 min
Hyd. volume
= 54,480 cuff
Inflow hyd. No.
= 6 - Basin 2 Post-dev
Max. Elevation
= 15.69 ft
Reservoir name
= Storage Basin 2
Max. Storage
= 36,623 cuft
Storage Indication method used.
Q (Cfs)
7.00
6.00
5.00
3.00
2.00
1.00
Basin 2 Routed
Hyd. No. 10 — 2 Year
Q WS)
7.00
5.00
4.00
3.00
2.00
1.00
0.00 i 0.00
0 600 1200 1800 2400 3000 3600 4200 4800
Hyd No. 10 — Hyd No. 6 BSI] Total storage used = 36,623 cult Time (min)
Coastal Site Design, PC
VAP0. Box 4041
Wilmington, NC 2oo

Hydrograph Report 26
Hydraflow Hydropraphs Extension Ibr AukCAD® CIA 3D® 2012 by Autodeek, Ina A
Monday, 0314 / 2013
Hyd. No. 2
Basin 2 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 9.401 cfs
Storm frequency
= 10 yrs
Time to peak
= 750 min
Time interval
= 5 min
Hyd. volume
= 59,930 cuft
Drainage area
= 7.320 ac
Curve number
= 57"
Basin Slope
= 1.6 %
Hydraulic length
=. 720 ft
Tc method
= LAG
Time of cone. (Tc)
= 36.15 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
" Composite (Area/CN) _ [(3.650 x 45) + (4.430 x 66)] / 7.320
Basin 2 Pre-dev
Q () Hyd. No. 2 —10 Year
1 �` ^^
0 120 240 360 480 600 720 840 960
— Hyd No. 2
Q (Cfs)
10.00
8.00
4.00
2.00
0.00
1080 1200 1320 1440 1560
Time (min)
4ACoastal Site Deslgn; PC
?0. BOX 4041
w1miVon, NC 2"

30
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9 Monday, 0314 / 2013
Hyd. No. 6
Basin 2 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 12.70 cfs
Storm frequency
= 10 yrs
Time to peak
= 770 min
Time interval
= 5 min
Hyd. volume
= 110,257 cuft
Drainage area
= 7.320 ac
Curve number
= 75*
Basin Slope
= 0.4 °%
Hydraulic length
= 1250 ft
Tc method
= LAG
Time of conc. (Tc)
= 69.89 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(4.150 x 98) + (1.740 x 39) + (2.190 x 61)] / 7.320
Q WS)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00 -' '
0 120 240
— Hyd No. 6
Basin 2 Post-dev
Hyd. No. 6 —10 Year
360 480 600 720 840
Q WS)
14.00
12.00
10.00
8.00
ME
4.00
2.00
I I I I I t-1 0.00
960 1080 1200 1320 1440 1560
Time (min)
Coastal Site Design, PC
Po. Sou 4041
Wilmington, NC 2M

Hydrograph Report 34
Hydraflow Hydrographe Extension for AutoCAD® Civil 309 2012 by Autodesk, Inc. vg
Monday, 0314 / 2013
Hyd. No. 10
Basin 2 Routed
Hydrograph type
= Reservoir
Peak discharge
= 7.923 cis
Storm frequency
= 10 yrs
Time to peak
= 810 min
Time interval
= 5 min
Hyd. volume
= 110,254 cuft
Inflow hyd. No.
= 6 - Basin 2 Post-dev
Max. Elevation
= 16.60 ft
Reservoir name
= Storage Basin 2
Max. Storage
= 46,639 cult
Storage Indication method used.
Q WS)
14.00
12.00-
10.00
8.00
6.00
4.00
2.00
0.001
0
Basin 2 Routed
Hyd. No. 10 —10 Year
Q WS)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00
300 000 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500
— Hyd No. 10 -- Hyd No. 6 rrrT>Tn Total storage used = 46,639 cult Time (min)
Coagal Ske Design, PC
r P.O. BOX *1
r
W mh"Q On. W! 2M.

42
Hydrograph Report
Hydrallow Hydrographs Extension for AutoCADO Civil 3138 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 2
Basin 2 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 12.59 cfs
Storm frequency
= 25 yrs
Time to peak
= 750 min
Time interval
= 5 min
Hyd. volume
= 78,701 cuft
Drainage area
= 7.320 ac
Curve number
= 57*
Basin Slope
= 1.6 %
Hydraulic length
= 720 ft
Tc method
= LAG
Time of cons. (Tc)
= 36.15 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = [(3.650 x 45) + (4.430 x 66)) / 7.320
Q WS)
14.00
12.00
10.00
8.00
. ��
4.00
2.00
0.00 L
0 120 240 360 480
— Hyd No. 2
Basin 2 Pre-dev
Hyd. No. 2 — 25 Year
600 720 840
Q WS)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
960 1080 1200 1320 1440 1560
Time (min)
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NO 2W

Hydrograph Report
Nydraflow Hydrographs Extension for AutoCAD® Civil 3139 2012 by Autodeek, Inc. v9
Hyd. No. 6
Basin 2 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 25 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 7.320 ac
Curve number
Basin Slope
= 0.4 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 8.05 in
Distribution
Storm duration
= 24 hn3
Shape factor
* Composite (Area/CN) = [(4.150 x 98) + (1.740 x 39) + (2.190 x 61)117.320
Q (Cfs)
18.00
15.00
12.00
9.00 -
6.00 -
3.00 -
Basin 2 Post-dev
Hyd. No. 6 — 25 Year
46
Monday, 03 / 4 / 2013
= 16.55 cl's
= 765 min
= 135,164 cuff
= 75*
= 1250 ft
= 69.89 min
= Type III
= 484
Q (Cfs)
18.00
15.00
12.00
We]
3.00
0.00 ` ' i I I I I I I 0.00
0 120 240 360 480 600 720 840 960 1080 12W 1320 1440 1560
--- Hyd No. 6 Time (min)
Coastal Site Design, PC
E6. Box 4041
Wilmin0 an, NO 28406

50
Hydrograph Report
Hydrallow Hydrographs Extension for Aut"D® Civil 3138 2012 by Autodesk, Inc. vg
Monday, 0314 / 2013
Hyd. No. 10
Basin 2 Routed
Hydrograph type
= Reservoir
Peak discharge
= 11.46 cfs
Storm frequency
= 25 yrs
Time to peak
= 800 min
Time interval
= 5 min
Hyd. volume
= 135,162 cuft
Inflow hyd. No.
= 6 - Basin 2 Post-dev
Max. Elevation
= 16.92 ft
Reservoir name
= Storage Basin 2
Max. Storage
= 50,236 cuft
Storage Indication method used.
Q (Cfs)
18.00
15.00
12.00
T
6.00
3.00
0.00
0 300 600
— Hyd No. 10
Basin 2 Routed
Hyd. No. 10 — 25 Year
Q WS)
18.00
15.00
12.00
9.00
6.00
3.00
' ' 0.00
900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500
— Hyd No. 6 [CLIIT.D Total storage used = 50,236 CA Time (min)
Coastal Site Design, PC
P0. Box 4041
Wilmington, NC 280

Hydrograph Report 3
Hydraflow Hydrographs ExIonsion for AubC,AD® CM 3DG) 2012 by Aubduk, Inc. v9
Monday, 0314 / 2013
Hyd. No. 3
Basin 3 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 4.299 Cfs
Stone frequency
= 2 yrs
Time to peak
= 760 min
Time interval
= 5 min
Hyd. volume
= 34,906 cuft
Drainage area
= 10.000 ac
Curve number
= 59
Basin Slope
= 1.0 %
Hydraulic length
= 702 ft
Tc method
= LAG
Time of conc. (Tc)
= 42.60 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q WS)
5.00
M
3.00
2.00
1.00
0.00 1 1 1' '
0 120 240 360 480
— Hyd No. 3
Basin 3 Pre-dev
Hyd. No. 3 — 2 Year
Q (Cfs)
5.00
4.00
3.00
2.00
1.00
0.00
600 720 840 960 1080 1200 1320 1440 1560
Time (min)
4kCostal Site Design, PC
PO. Box 4041
VVllmington, NO 2W

7
Hydrograph Report
Hydraflow Hydrographs F)dension for AutoCAD® Civil 3139 2012 by Autodesk, Ina v9
Hyd. No. 7
Basin 3 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 2 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 10.000 ac
Curve number
Basin Slope
= 0.4 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 4.50 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (Cfs)
7.00
5.00
4.00
3.00
2.00
1.00
Basin 3 Post-dev
Hyd. No. 7 — 2 Year
Monday, 03 / 4 / 2013
= 6.443 cis
= 775 min
= 86,940 cuft
= 79
= 1210ft
= 60.48 min
= Type III
= 242
Q (cfs)
7.00
. 4Z
5.00
-M
3.00
2.00
1.00
0.00 1 1 1 i i i i I I I I 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Time (min)
Hyd No. 7
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28406

Hydrograph Report
13
Hydrallow Hydrographs Extension for AutoCAD® Civil 3DO 2012 by Autodsak, Inc. v9
Monday, 0314 / 2013
Hyd. No. II
Basin 3 Routed
Hydrograph type
= Reservoir
Peak discharge
= 1.680 cfs
Storm frequency
= 2 yrs
Time to peak
= 950 rain
Time interval
= 5 min
Hyd. volume
= 86,890 cuft
Inflow hyd. No.
= 7 - Basin 3 Post-dev
Max. Elevation
= 17.56 ft
Reservoir name
= Storage Basin 3
Max. Storage
= 55,378 cult
Storage Indication method used.
Q (Cfs)
7.00
6.00
5.00
4.00
3.00
2.00
1.00
Basin 3 Routed
Hyd. No.11 — 2 Year
Q (Cfs)
7.00
6.00
5.00
4.00
3.00
2.00
1:00
0.00 1 1 s 1 1 i I I —
0 000 1200 1800 2400 3000 3600 4200 4800 5400 6000 6600 •00
Hyd No. 11 — Hyd No. 7 ® Total storage used = 55,378 cuff Time (min)
Coastal site 0831gi; PC
r• P.O. Box 4041
Wilm"'r&7n kir mmfi

27
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc. v9
Hyd. No. 3
Basin 3 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 10.000 ac
Curve number
Basin Slope
= 1.0 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 7.00 in
Distribution
Storm duration
= 24 hrs
Shape factor
Q (Cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
Basin 3 Pre-dev
Hyd. No. 3 —10 Year
Monday, 03 / 4 / 2013
= 12.86 cis
= 755 min
= 90,969 cuft
= 59
= 702 ft
= 42.60 min
= Type III
= 484
Q (Cfs)
14.00
12.00
10.00
8.00
6.00
4.00
15
0 1.20 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 3 Time (min)
Coastal $Its Design, PC
P0. Box Of
Wiflnington, NC, 2841)8

Hydrograph
Report
31
Hydraflow Hydropraphs Exllenslon for AuloCAM Civil 3D® 2012 by Auk�dsek, Inc. A
Monday, 0314 / 2013
Hyd. No. 7
Basin 3 Post-lev
Hydmgraph type
= SCS Runoff
Peak discharge
= 12.62 cfs
Storm frequency
= 10 yrs
Time to peak
= 775 min
Time interval
= 5 min
Hyd. volume
= 167,713 cult
Drainage area
= 10.000 ac
Curve number
= 79
Basin Slope
= 0.4 %
Hydraulic length
= 1210 ft
Tc method
= LAG
Time of conc. (Tc)
= 60.48 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 242
Q (Cfs)
14.00
12.00
10.00
8.00 -
6.00 -
4.00 -
2.00 -
Basin 3 Post-dev
Hyd. No. 7 —10 Year
Q (Cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00 ' I I I I I I I I 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Hyd No. 7 Time (min)
Coastai Site Design, PC
P.O. Box 4041
Wilmington, NC ?aQne

35
Hydrograph Report
Hydratlow Hydrographs Extension for AutoCAD® Civil 3130 2012 by Autodesk, Ina v9
Monday, 03 / 4 / 2013
Hyd. No. 11
Basin 3 Routed
Hydrograph type
= Reservoir
Peak discharge
= 7.407 cfs
Storm frequency
= 10 yrs
Time to peak
= 875 min
Time interval
= 5 min
Hyd. volume
= 167,663 cuft
Inflow hyd. No.
= 7 - Basin 3 Post-dev
Max. Elevation
= 18.25 ft
Reservoir name
= Storage Basin 3
Max. Storage
= 76,698 cuff
Storage Indication method used.
Q (cfs)
14.00
WAIGIOR
10.00
8.00
6.00
4.00
,T$
0.00 -�
0 600
-- Hyd No. 11
Basin 3 Routed
Hyd. No. 11 —10 Year
1200 1800
--- Hyd No. 7
2400
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00
3000 3600 4200 4800 5400
[�Lp Total storage used = 76,698 cuff Time (min)
ANCoastal Me Design, PC
P.O. Box 4041
Wilmington, NG 28406

Hydrograph Report
43
Hydraflow Hydrogrephe Extension for AuWAM CM1300 2012 by Autodesk, Ina v9
Monday, 03 / 4 / 2013
Hyd. No. 3
Basin 3 Pre-dev
Hydrograph type
= SCS Runoff:
Peak discharge
= 17.02 cis
Storm frequency
= 25 yrs
Time to peak
= 755 min
Time interval
= 5 min
Hyd. volume
= 118,315 cuft
Drainage area
= 10.000 ac
Curve number
= 59
Basin Slope
= 1.0 %
Hydraulic length
= 702 ft
Tc method
= LAG
Time of conc. (Tc)
= 42.60 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
4 (cfs)
15.00
12.00
9.00
6.00
3.00
0.00
Basin 3 Pro-dev
Hyd. No. 3 — 25 Year
Q (Cfs)
18.00
16.00
12.00
9.00
0.00
t 1M
n nn
u i�u zw 3r3o 4$0 800 720 840 960 1080 1200 1320 1440 1600
Hyd No. 3 Time (min)
4kCoastal Site Deslgrt; PC
P.0 Box 4041
Wiilmin0tton. NC am

47
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2012 by Autodesk, Inc. v9
Hyd. No. 7
Basin 3 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
Storm frequency
= 25 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Drainage area
= 10.000 ac
Curve number
Basin Slope
= 0.4 %
Hydraulic length
Tc method
= LAG
Time of conc. (Tc)
Total precip.
= 8.05 in
Distribution
Storm duration
= 24 hrs
Shape factor
Basin 3 Post-dev
Monday, 03 14 / 2013
= 15.29 cfs
= 775 min
= 203,203 cuft
= 79
= 1210ft
= 60.48 min
= Type III
= 242
Q (ofs) Hyd. No. 7 — 25 Year Q (S)
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Hyd No. 7 Time (min)
Coastal Site Design, PC
PO. BOX 4041
Wilmington, NC 280

Hydrograph Report 51
HydraAow Hydrographs Extension for AuWAD® CMI 3D® 2012 by Autodesk, Inc. A
Monday, 0314 / 2013
Hyd. No. 11
Basin 3 Routed
Hydrograph type
= Reservoir
Peak discharge
= 9.917 cis
Storm frequency
= 25 yrs
Time to peak
= 880 min
Time interval
= 5 min
Hyd. volume
= 203,153 cuft
Inflow hyd. No.
= 7 - Basin 3 Post-dev
Max. Elevation
= 18.49 ft
Reservoir name
= Storage Basin 3
Max. Storage
= 84,238 cuff
Storage Indication method used.
Q (Cis)
18.00
15.00
12.00
9.00
6.00
3.00
0.00
Basin 3 Routed
Hyd. No. 11 — 25 Year
Q (Cls)
18.00
15.00
12.00
9.00
3.00
0.00
0 600 1200 1800 2400 3000 3600 4200 AAA r
Hyd No. 11 Hyd No. 7 ® Total storage used = 84,238 cuR Time (min)
Coastal Site Design, PC
a PO, Box 4041
WiTm4ton, NG we

4
Hydrograph Report
Hydraflow Hydmgraphs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 4
Basin 4 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 20.06 cfs
Storm frequency
= 2 yrs
Time to peak
= 740 min
Time interval
= 5 min
Hyd. volume
= 113,367 cuft
Drainage area
= 14.770 ac
Curve number
= 75
Basin Slope
= 0.7 %
Hydraulic length
= 527 ft
Tc method
= LAG
Time of conc. (TO
= 26.47 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Basin 4 Pre-dev
Q WS) Hyd. No. 4 — 2 Year Q (S)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
0.00 0.00
01 120 240 360 480 600 720 840 960 1080 1200 1320 1"0 1560
— Hyd No. 4 Time (min)
Coastal, Sits t ��4: ,;, NO,
PO, Box 4C41
Wilmington, NC i N4" 5,

Hydrograph Report 8
Hydmflow Hydrographs Extension for AutoCAD® Civil 3De 2012 by Autodsek, Inc. v9
Monday, 0314 / 2013
Hyd. No. 8
Basin 4 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 21.75 cfs
Storm frequency
= 2 yrs
Time to peak
= 755 min
Time interval
= 5 min
Hyd. volume
= 163,894 CA
Drainage area
= 14.770 ac
Curve number
= 86
Basin Slope
= 0.4 %
Hydraulic length
= 1332 ft
Tc method
= LAG
Time of conc. (Tc)
= 51.81 min
Total precip.
= 4.50 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs)
24.00
20.00
16.00
12.00
8.00
1
Basin 4 Post-dev
Hyd. No. 8 — 2 Year
u izu z4u 300 480 600 720 840
— Hyd No. 8
Q (Cfs)
24.00
20.00
10.00
12.00
6.00
oil
0.00
960 1080 1200 1320 1440 15M
Time (min)
A coastd'j si;e �y
1141V.r� YI„.
PO. Box 4041
Wilmington,,Vrr, 21?°`g

15
Hydrograph Report
Hydratlow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 12
Basin 4 Routed
Hydrograph type
= Reservoir
Peak discharge
= 11.75 cfs
Storm frequency
= 2 yrs
Time to peak
= 795 min
Time interval
= 5 min
Hyd. volume
= 163,850 cuft
Inflow hyd. No.
= 8 - Basin 4 Post-dev
Max. Elevation
= 19.61 ft
Reservoir name
= Storage Basin 4
Max. Storage
= 81,462 cuft
Storage Indication method used.
Q (Cfs)
24.00
16.00
12.00
4.00
0.00 —
0 600
Hyd No. 12
Basin 4 Routed
Hyd. No. 12 — 2 Year
1200 1800 2400
— Hyd No. 8
Q WS)
24.00
20.00
12.00
8.00
4.00
0.00
3000 3600 4200 4800 5400 6000
® Total storage used = 81,462 cult Time (min)
COW SIte Dear j-;j, PC
P,O, Box 4041
Wilmington, N, 28406

Hydrograph Report 28
Hydraflow Hydrographs Exbenslon 1br AutoCAD® Civil 300 2012 Aubodask, Inc. v9
�
Monday, 0314 / 2013
Hyd. No. 4
Basin 4 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 41.24 cfs
Storm frequency
= 10 yrs
Time to peak
= 740 min
Time interval
= 5 min
Hyd. volume
= 229,424 cuft
Drainage area
= 14.770 ac
Curve number
= 75
Basin Slope
= 0.7 %
Hydraulic length
= 527 ft
Tc method
= LAG
Time of conc. (Tc)
= 26.47 min
Total precip.
= 7.00 in
Distribution
= Type Ili
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs)
50.00
40.00
30.00
20.00
10.00
0.00 -L
0
Basin 4 Pre-dev
Hyd. No. 4 —10 Year
120 240 360 480 600 720 840
— Hyd No. 4
Q (Cfs)
50.00
30.00
20.00
10.00
'� ' 0.00
960 1080 1200 1320 1440 1560
Time (min)
Coastal Site Design, PC
m� P.O. Box 4041
U1t1nli ^!nn AID Scare

32
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAND Civil 31741) 2012 by AutodesK Inc. v9
Monday, 03 / 4 / 2013
Hyd. No. 8
Basin 4 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 38.25 cfs
Storm frequency
= 10 yrs
Time to peak
= 755 min
Time interval
= 5 min
Hyd. volume
= 292,820 cuft
Drainage area
= 14.770 ac
Curve number
= 86
Basin Slope
= 0.4 %
Hydraulic length
= 1332 ft
Tc method
= LAG
Time of conc. (Tc)
= 51.81 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
a (Cfs)
40.00
30.00
20.00
10.00
0.00 --L
0
Basin 4 Post-dev
Hyd. No. 8 —10 Year
120 240 360 480 600 720 840 960
— Hyd No. 8
Q (ofs>
40.00
30.00
20.00
10.00
1080 1200 1320 1440 1560
Time (min)
A
Coastal Site Design, PC
11,0. Box 4041
Wilmington, NO 2N6

Hydrograph Report
Hydraflow Mydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Hyd. No. 1 Z
Basin 4 Routed
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 10 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Inflow hyd. No.
= 8 - Basin 4 Post-dev
Max. Elevation
Reservoir name
= Storage Basin 4
Max. Storage
Storage Indication method used.
Q (cfs)
30.00
20.00
10.00
0.00
Basin 4 Routed
Hyd. No. 12 —10 Year
36
Monday, 0314 / 2013
= 37.17 cfs
= 765 min
= 292,775 cuft
= 19.90 ft
= 88,229 cuff
Q (Cfs)
40.00
30.00
20.00
10.00
0 120 240 300
480 800 720
840 960 1080 1200 1320 1440 1560
0.00
1680
—•— Hyd No. 12
— Hyd No. 8
® Total storage used _ 88,229 cuff
Time (min)
Coastal site Design, PC
P.O.9ax 4041
�i;A nw. --

Hydrograph Report
Hydraflm Hydropraphs Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc. rig
Monday, 03 / 4 / 2013
Hyd. No. 4
Basin 4 Pre-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 50.50 cfs
Storm frequency
= 25 yrs
Time to peak
= 740 min
Time interval
= 5 min
Hyd. volume
= 281,252 cuft
Drainage area
= 14.770 ac
Curve number
= 75
Basin Slope
= 0.7 %
Hydraulic length
= 527 ft
Tc method
= LAG
Time of conc. (Tc)
= 26.47 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q WS)
60.00
50.00
40:00
30.00
20.00
10.00
0.00 i '
0 120 240
Hyd No. 4
Basin 4 Pre-dev
Hyd. No. 4 — 25 Year
360 480 600 720 840
Q (C%)
60.00
50.00
40.00
30.00
20.00
10.00
' ' 1 0.00
960 1080 1200 1320 1440 1560
Time (min)
%Coastal Site Design, PC
W11minVon,Nr,28408
PO, Box 4041

Hydrograph Report 48
HydraAow Hydmgraphs Exbensbn for AutoCADe Clvil 30e 2012 by Auftmbsk, Inc. A
Monday, 03 / 4 / 2013
Hyd. No. 8
Basin 4 Post-dev
Hydrograph type
= SCS Runoff
Peak discharge
= 45.17 cfs
Storm frequency
= 25 yrs
Time to peak
= 755 min
Time interval
= 5 min
Hyd. volume
= 348,165 cuft
Drainage area
= 14.770 ac
Curve number
= 86
Basin Slope
= 0.4 %
Hydraulic length
= 1332 ft
Tc method
= LAG
Time of conc. (Tc)
= 51.81 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
40.00
30.00
20.00
10.00
0.00
Basin 4 Post-dev
Hyd. No. 8 — 25 Year
Q (cfs)
50.00
40.00
30.00
20.00
10.00
0 120 240 300 480 800 720 840 g8O 1080 1200 1320 1440 1r8OO'OO
— Hyd No. 8 Time (min)
Coastal Site Design, PC
P.O, Box 4041
Wilmington, Nh 21i40B

52
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3136 2012 by Autodesk, Inc. v9
Hyd. No.12
Basin 4 Routed
Hydrograph type
= Reservoir
Peak discharge
Storm frequency
= 25 yrs
Time to peak
Time interval
= 5 min
Hyd. volume
Inflow hyd. No.
= 8 - Basin 4 Post-dev
Max. Elevation
Reservoir name
= Storage Basin 4
Max. Storage
Storage Indication method used.
Basin 4 Routed
Monday, 03 / 4 / 2013
= 44.72 cfs
= 760 min
= 346,120 tuft
= 19.96 ft
= 89,757 cult
EM mom
mmm ■�Mmm� M�
mmm 10�=Mmmmm
mmm ■ ■mmmmmm�
�mmm= ■ommrmNIMMMMmm�
MMMMmmmm
mmmm lmmm ■ mmm
mmmmm lm■■ mmmmmmm
mmmm
mmmm
mmm��rr
Coastal Site Design, PC
PO. Box 4041
Wilmington, NO 28408

Section VIII
Coastal Site Design, PC
Boy 4041
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Hydrology Report
Hydraflow Express by Intellsolve
CULVERT 2
Hydrograph type
= Rational
Storm frequency (yrs)
= 25
Drainage area (ac)
= 186.960
Rainfall Inten (in/hr)
= 4.289
OF Curve
= wilmington.IDF
Runoff Hydrograph
Q (cfs) 25-yr frequency
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0 00
0 10 20 30
-- Runoff Hyd - Qp = 280.64 (cfs)
Thursday, Mar 20 2008
Peak discharge (cfs) = 280.64
Time interval (min) = 1
Runoff coeff. (C) = 0.35
Tc by User (min) = 40
Rec limb factor = 1.00
Hydrograph Volume = 673,533 (cult); 15.462 (acft)
EM
Q (cfs)
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
40 50 60 70 80
Time (min)
Coastal Site Design, PC
a r� P.O. Box 4041
Wilmington, NC 28406

Culvert Report
Hydraflow Express by InhAsolve Thursday, Mar 20 2008
CULVERT 2
Invert Elev Dn (ft)
Pipe Length (ft)
Slope (%)
Invert Elev Up (ft)
Rise (in)
Shape
Span (in)
No. Barrels
n-Value
Inlet Edge
Coeff. K,M,c,Y,k
Embankment
Top Elevation (ft)
Top Width (ft)
Crest Width (ft)
Elev (ft)
27.00
25.00
23.00
21.00
19.00
17.00
15.00
13.00
= 15.00
= 79.00
= 0.51
= 15.40
= 54.0
= Cir
= 54.0
=2
= 0.012
= Sq Edge
= 0.0098, 2, 0.0398, 0.67, 0.5
= 25.10
= 75.00
= 15.00
Prof le
Calculations
Qmin (cfs)
Qmax (cfs)
Tailwater Elev (ft)
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 280.64
= 280.64
= (dc+D)12
= 280.64
= 280.64
= 0.00
= 9.40
= 9.83
= 19.00
= 19.18
= 21.50
= 1.36
= Inlet Control
Hw Depth (ft)
. . yiuiy ire L04UtT
Reach (ft)
11.60
9.60
7.60
5.60
3.60
1.60
ME
2.40

Hydrology Report
Hydraflow Express by Intelisolve
Culvert 3
Hydrograph type
= Rational
Storm frequency (yrs)
= 25
Drainage area (ac)
= 53.970
Rainfall Inten (in/hr)
= 4.289
OF Curve
= wilmington.IDF
Thursday, Mar 20 2008
Peak discharge (cfs)
= 92.59
Time interval (min)
= 1
Runoff coeff. (C)
= 0.4
Tc by User (min)
= 40
Rec limb factor
= 1.00
Hydrograph Volume = 222,205 (cuft); 5.101 (acft)
Runoff Hydrograph
Q (S) 25-yr frequency Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0 00
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
0 10 20 30 40 50 60 70 80
Time (min)
— Runoff Hyd - Qp = 92.59 (cfs) Coastal Site Design, PC
P.O, Box 4041
jiWilmington, NC 28406

Culvert Report
Hydreflow Express by Inidbolve
Thursday, Mar 20 2008
CULVERT 3
Invert Elev Dn (ft)
= 17.80
Calculations
Pipe Length (ft)
Slope (%)
= 51.00
= 0.39
Qmin (cfs)
= 92.59
Invert Elev Up (ft)
= 18.00
Qmax (cfs)
Tailwater Elev (ft)
= 92.59
= (dc+D)/2
Rise (in)
= 36.0
Shape
= Pip
Span (in) = 36.0
No. Barrels = 2
n-Value = 0.013
Inlet Edge = Sq Edge
Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 25.60
Top Width (ft) = 49.00
Crest Width (ft) = 10.00
Elev (ft)
26.00
25.00
24.00
23.00
22.00
21.00
20.00
19.00
10.00
17.00
16.00
Profile
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw1D (ft)
Flow Regime
= 92.59
= 92.59
= 0.00
= 7.09
= 7.00
= 20.41
= 20.66
= 21.71
= 1.24
= Inlet Control
Hw Depth (ft)
8.00
001MME
0011M
NOISES
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0
=
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=
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0
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--
0 5 10 15 20 25 IT qq AT
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00
-1.00
-2.00
Reach (ft)
^Pa. Box 4�41 '" - to
Wilmington, NC 28406

Hydrology Report
Hydraflow Express by Intelisolve
Thursday, Mar 20 2008
Culvert 4
Hydrograph type
= Rational
Peak discharge (cfs)
= 285.73
Storm frequency (yrs)
= 25
Time interval (min)
= 1
Drainage area (ac)
= 215.050
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 3.796
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
0 10 20 30 40
-- Runoff Hyd - Op = 285.73 (cfs)
Hydrograph Volume = 857,194 (cuft);19.678 (acft)
Q WS)
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
50 60 70 80 90 100
Time (min)
Coastal Site Design, PC
P0, Boz 4041
Wilmington, NC 28406

Culvert Report
Hydraflow Express by trrteUsolve Thursday, Mar 20 2008
CULVERT 4
Invert Elev Dn (ft)
= 13.00
Calculations
Pipe Length (ft)
Slope (%)
= 62.00
= 0.32
Qmin (cfs)
= 285.73
Invert Elev Up (ft)
= 13.20
Qmax (cfs)
Tailwater Elev (ft)
= 285.73
= (dc+DY2
Rise (in)
= 60.0
Shape
Span (in)
= Cir
= 60.0
Highlighted
No. Barrels
= 2
Qtotal (cfs)
= 285.73
n-Value
= 0.012
Qpipe (cfs)
Qovertop (cfs)
= 285.73
= 0.00
Inlet Edge
Coeff. K,M,c,Y,k
= Sq Edge
= 0.0098, 2, 0.0398, 0.67, 0.5
Veloc Dn (ft/s)
Veloc Up (ft/s)
= 8.08
= 8.22
Embankment
HGL Dn (ft)
HGL Up (ft)
= 17.22
= 17.34Hw
Top Elevation (ft) =
Top Width (ft) =
22.20
60.00
Elev (ft)
= 18.69
Crest Width (ft) =
10.00
Hw/D (ft)
Flow Regime
= 1.10
= Inlet Control
Elev (ft)
Profile
Hw Depth (ft)
23.00
21.00
19.00
17.00
15.00
13.00
11.00
Keacn (n)
0
D

Hydrology Report
Hydraflow Express by Intelisolve
Thursday, Mar 20 2008
Culvert 5
Hydrograph type
= Rational
Peak discharge (cfs)
= 287.62
Storm frequency (yrs)
= 25
Time interval (min)
= 1
Drainage area (ac)
= 216.470
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 3.796
Tc by User (min)
= 50
OF Curve
= wilmington.lDF
Rec limb factor
= 1.00
Hydrograph Volume = 862,854 (cult); 19.806 (acft)
Runoff Hydrograph
Q (cfs) 25-yr frequency Q (cfs)
320.00
280.00
240.00
200.00
160.00
120.00
80.00 .
40.00
0 00
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
0 10 20 30 40 50 60 70 80 90 100
Time (min)
-- Runoff Hyd - Qp = 287.62 (cfs) Coastal Slte Design, PC
„0 o, P,O. Box 4041
Wilmington, NC 28406

Culvert Report
Hydraflow Express by Ints1 Ive
Thursday, Mar 20 2008
CULVERT 5
Invert Elev Dn (ft) = 12.00
Pipe Length (ft) = 72.00
Slope (%)
= 0.42
Invert Elev Up (ft)
= 12.30
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.10
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
16.00
14.00
13.00
12.00
11.00
Profile
Calculations
Qmin (cfs) = 287.62
Qmax (cfs) = 287.62
Taiiwater Elev (ft) = (dc+D)/2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ftts)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
meacn tTEJ -
= 287.62
= 287.62
= 0.00
= 8.13
= 8.52
= 16.22
= 16.31
= 17.82
= 1.10
= Inlet Control
Hw Depth (ft)
8.70
7.70
8.70
5.70
1.70
1.70
!.70
.70
.70
1.30
.30

Hydrology Report
Hydraflow Express by Intelisolve
Culvert 7
Hydrograph type
= Rational
Storm frequency (yrs)
= 25
Drainage area (ac)
= 147.390
Rainfall Inten (in/hr)
= 4.590
IDF Curve
= wilmington.IDF
Q (Cfs)
210.60
150.00
120.00
90.00
60.00
30.00
Runoff Hydrograph
25-yr frequency
Thursday, Mar 20 2008
Peak discharge (cfs) = 202.96
Time interval (min) = 1
Runoff coeff. (C) = 0.3
Tc by User (min) = 35
Rec limb factor = 1.00
Hydrograph Volume = 426,208 (cult); 9.784 (acft)
Q (cfs)
210.00
180.00
150.00
120.00
90.00
60.00
30.00
0.00 Y I I I I ' I " 0 00
0 10 20
-- Runoff Hyd - Op = 202.96 (cfs)
30 40 50
60 70
Time (min)
Coastal Slte Design, PC
;. P.O. Box 4041
Wilrnington, NC 28406

Culvert Report
Hydraffm Express by Irdalisolve
CULVERT 7
Invert Elev Dn (ft)
= 13.20
Pipe Length (ft)
= 58.00
Slope (%)
= 0.52
Invert Elev Up (ft)
= 13.50
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) =
20.30
Top Width (ft) =
55.00
Crest Width (ft) =
10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cis)
= 202.96
Qmax (cfs)
= 202.96
Taiiwater Elev (ft)
= (dc+DY2
nignughted
Qtotal (cfs)
= 202.96
Qpipe (cfs)
= 202.96
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 7.19
Veloc Up (ft1s)
= 7.79
HGL Dn (ft)
= 16.93
HGL Up (ft)
= 16.93
Hw Elev (ft)
= 18.16
Hw1D (ft) =
1.04
Flow Regime =
Inlet Control
Hw Depth (ft)
7.50
MEMEMEMEMEME
MEMOMMOMMOMM
I
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iiiiiiiiiiiiiiMM
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10 15 20 25 30 35 40 45 50 55 60 tl; too
P0. Baxzi#1 80
W11*90n, NC 28406
Reach (ft)

Hydrology Report
Hydraflow Express by Intelisolve
Thursday, Mar 20 2008
CULVERT 2
Hydrograph type
= Rational
Peak discharge (cfs)
= 341.13
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 186.960
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 5.213
Tc by User (min)
= 40
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
350.00
KISIOXIIIN
250.00
200.00
150.00
100.00
50.00
-ITAT
Runoff Hydrograph
100-yr frequency
Hydrograph Volume = 818.710 (cult); 18.795 (actt)
Mamie I
Q (cfs)
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0.00
0 10 20 30 40 50 60 70 80
Time (min)
- Runoff Hyd - Qp = 341.13 (cfs) Coastal She Design, PC
�.
P0. Box 4041
Wilmington, NC 28408

Culvert Report
lydraflm Express by InWlwW
CULVERT 2
Invert Elev Dn (ft) = 15.00
Pipe Length (ft) = 79.00
Slope (%)
= 0.51
Invert Elev Up (ft)
= 15.40
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.00989 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 25.10
Top Width (ft) = 75.00
Crest Width (ft) = 15.00
Elev (ft)
27.00
25.00
23.00
21.00
19.00
17.00
15.00
13.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cfs) = 341.13
Qmax (cfs) = 341.13
Tailwater Elev (ft} = (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 341.13
= 341.13
= 0.00
= 11.12
= 10.98
= 19.15
= 19.64
= 22.98
= 1.68
= Inlet Control
Hw Depth (ft)
30
Reach (ft)

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 3
Hydrograph type
= Rational
Peak discharge (cfs)
= 112.54
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 53.970
Runoff coeff. (C)
= 0.4
Rainfall Inten (in/hr)
= 5.213
Tc by User (min)
= 40
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
000
Runoff Hydrograph
100-yr frequency
Hydrograph Volume = 270.101 (cult); 6.201 (acft)
BiL
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
0.00
0 10 20 30 40 50 60 70 80
Time (min)
-- Runoff Hyd - Qp = 112.54 (cfs)
Coastal Site Deslgn, PC
s PO. Box 4041
Wilmington, NC 28408

Culvert Report
Hydraflow E*rws by InMisoNs
CULVERT 3
Invert Elev Dn (ft)
= 17.80
Pipe Length (ft)
= 51.00
Slope (%)
= 0.39
Invert Elev Up (ft)
= 18.00
Rise (in)
= 36.0
Shape
= Cir
Span (in)
= 36.0
No. Barrels
= 2
n-Value
= 0.013
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) =
25.66
Top Width (ft) =
49.00
Crest Width (ft) =
10.00
Elev (ft)
26.00
25.00
24.00
23.00
22.00
21.00
20.00
19.00
16.00
17.00
16.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cls)
= 112.54
Qmax (cl's)
= 112.54,
Tailwater Elev (ft)
= (dc+DY2
Highlighted
Qtotal (ds)
= 112.54
Qpipe (ds)
= 112.54
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 8.36
Veloc Up (ftts)
= 8.01
HGL Dn (ft)
= 20.52
HGL Up (ft)
= 20.93
Hw Elev (ft) =
22.53
Hw/D (ft) =
1.51
Flow Regime =
Inlet Control
Hw Depth (ft)
8.00
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00
-1.00
,2.00
0 5 10 15 20 25 30 35 40 45 50 55
d6dstal 3Re DegT�h, PC
p0. Box 4041
Reach (ft) Wilmington, NC 2M

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 4
Hydrograph type
= Rational
Peak discharge (cfs)
= 348.93
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 215.050
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 4.636
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
350.00
250.00
200.00
150.00
100.00
50.00
Runoff Hydrograph
100-yr frequency
Hydrograph Volume=1,046,778 (cult); 24.031 (acft)
Q (cfs)
350.00
300.00
250.00
ZI� ��
150.00
100.00
50.00
0.00 I I i 0.00
0 10 20 30
— Runoff Hyd - Qp = 348.93 (cfs)
40 50 60
70 80 90 100
Time (min)
Coastal Site Design, PC
P0. Box 4041
Wilmington, NC 28406

Culvert Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
CULVERT 4
Invert Elev Dn (ft) = 13.00
Pipe Length (ft) = 62.00
Slope (%)
= 0.32
Invert Elev Up (ft)
= 13.20
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 22.20
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
23.00
21.00
19.00
17.00
15.00
13.00
11.00
Profile
Calculations
Qmin (cfs) = 348.93
Qmax (cfs) = 348.93
Tailwater Elev (ft) = (dc+D)l2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ftts)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 348.93
= 348.93
= 0.00
= 9.54
= 9.49
= 17.40
= 17.63
= 19.68
= 1.30
= Inlet Control
Hw Depth (ft)
9.80
7.80
5.80
3.80
1.80
-0.20
20
u 5 10 15 20 25 30 35 40 45 50 55 60 TO Co t $AppeSpAl PC •
P0. BOX 4041
Reach (ft) Wilmington, NC 28408

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 5
Hydrograph type
= Rational
Peak discharge (cfs)
= 351.23
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 216.470
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 4.636
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
400.00
350.00
01411pA
250.00
200.00
150.00
100.00
50.00
o 0o
0 10 20 30
- Runoff Hyd - Qp = 351.23 (cfs)
Runoff Hydrograph
100-yr frequency
Hydrograph Volume=1,053,690 (c uft); 24.189 (acit)
Q (cfs)
400.00
350.00
300.00
250.00
200.00
150.00
100.00
50.00
' ' ' 1 ' ' X 0.00
40 50 60 70 80 90 100
Time (min)
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28406

Culvert Report
Hydraftw Express by InW19O ve
Thursday, Mar 20 2008
CULVERT 5
Invert Elev Dn (ft)
= 12.00
Calculations
Pipe Length (ft)
= 72.00
Qmin (cis)
= 351.23
Slope (%)
= 0.42
Qmax (cis)
= 351.23
Invert Elev Up (ft)
= 12.30
Taliwater Elev (ft)
= (dc+D)l2
Rise (in)
= 60.0
Sh
-
ape
Span (in)
- Cir
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coefi. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.10
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
11.00
Profile
Highlighted
Qtotal (cfs)
Qpipe (cis)
Qovertop (cfs)
Veloc Dn (ft1s)
Veloc Up (ft!s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 351.23
= 351.23
= 0.00
= 9.59
= 9.77
= 16.40
= 16.60
= 18.82
= 1.30
= Inlet Control
Hw Depth (ft)
8.70
MIMMMOMMOME
MM
mm-
0
MWOM
=
=
mmm
UM
�19,MIIMMMM
MINIMMEEMME
0
11011NOMEM&MNSOMMUSE
IN
NINE
OMMMEMMMM
MM
MINES
HIM!
0
M
WNW
No
=MEN
0
MEMO
I
JIMEMMMMEM
01
ME
Isom
I
Ems
7.70
6.70
5.70
4.70
3.70
2.70
1.70
D.70
-0.30
-1.30
- V. V "�^PO-540W VU U5
Reach (ft)Wilmington, NC 28408

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 7
Hydrograph type
= Rational
Peak discharge (cfs)
= 246.03
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 147.390
Runoff coeff. (C)
= 0.3
Rainfall Inten (in/hr)
= 5.564
Tc by User (min)
= 35
IDF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
0 10 20
— Runoff Hyd - Qp = 246.03 (cfs)
Runoff Hydrograph
100-yr frequency
30 40
Hydrograph Volume = 516,666 (cult); 11.861 (acft)
Q (cfs)
280.00
240.00
200.00
160.00
120.00
80.00
40.00
' 'N 1 0.00
50 60 70
VACoastal Site Design, PC Time (min)
P.O. Box 4041
Wilmington, NC 28406

C u Ivert Report
Hydraflow F.Vress by Intellsolve
CULVERT 7
Invert Elev Dn (ft)
= 13.20
Pipe Length (ft)
= 58.00
Slope (%)
= 0.52
Invert Elev Up (ft)
= 13.50
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 20.30
Top Width (ft)
= 55.00
Crest Width (ft) =
10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
Profile
Thursday, Mar 20 2008
Calculatlons
Qmin (cfs)
= 246.03
Qmax (cfs)
= 246.03
Tailwater Efev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 246.03
Qpipe (cfs)
= 246.03
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 8.42
V810c Up (ft/s)
= 8.93
HGL Dn (ft)
= 17.09
HGL Up (ft)
= 17.14
Hw Elev (ft)
= 18.89
Hw/D (ft) =
1.20
Flow Regime =
Inlet Control
Hw Depth (ft)
7.50
6.50
5.50
4.50
3.50
2.50
1.50
0.50
-0.50
-1.50
Reach (ft)

Section IX
ja Coastal site Design, PC
,� PO, Box Ol
Wilmington, NC 28408

Section X
Coastal Site Design, PC
P.Q. Box 4041
ftrgton, NC 28406

25 YEAR STORM ANALYSIS FOR STORMWATER SWALES/DITCHES:
DRAINAGE SWALE 1 - (20 FT EASEMENT BACK OF LOTS 51-65)
A = 0.73 acres Q = CIA
I = 8.15 "1hr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.73)
C = 0.3 = 1.78 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR112/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.49s"1/2) = 0.83
A=By+My"2 P=B+2y(1 +M^2)"1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.74
A = 1.66
P = 4.7
R = 0.35
Zav = 0.83
y = 0.7 That
V= Q/A= 0/(by+W2)= 1.08 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 2 - (20 FT EASEMENT BACK OF LOTS 43-45)
A = 0.2 acres Q = CIA
I = 8.15 "mr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.20)
C = 0.3 = 0.49 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) ARA2/3 = On / (1.49elQ)
B - 0 or
y = ? Zav = Zreq
Zreq = On / (1.49s"1/2) = 0.23
A=By+W2 P=B+2y(1+MA2)A1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.46
A = 0.63
P = 2.9
R = 0.22
Zav = 0.23
y = 0.5 feet
V= Q/A= Q/(by +W2)= 0.78 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 3 - (20 FT EASEMENT BACK OF LOTS 105-113,122-130)
= 0.72 acres Q = CIA
I = 8.15 "/hr (25-yr, T(r5 min.) = (0.30)(8.15)(0.72)
C - 0.3 = 1.76 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR12/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = On / (1.49s"1/2) = 0.82
A = By + W2 P = B + 2y (1 + MA2)A1/2
R=A/P Zav =ARAM
B= 0
y = 0.74
A= 1.64
P = 4.7
R = 0.36
Zav = 0.82
y = 0.7 feet
V = O / A - Q / (by + W2) = 1.07 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 4 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.44 acres Q = CIA
I = 8.15 "mr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.44)
C = 0.3 = 1.08 cts
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s^1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = On I (1.499"12) = 0.50
A=By+My"2 P=B+2y(1+M"2)Al2
R=A/P Zav =AR"2/3
B= 0
y = 0.62
A= 1.14
P = 3.9
R = 0.29
Zav - 0.50
y 0.6 fast
V= Q/A= 01(by +W2)= 0.95f!/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 5 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.29 acres Q = CIA
1= 8.15 7hr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.29)
C = 0.3 = 0.71 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s"12)
B = 0 or
y = ? Zav = Zreq
Zreq = On / (1.49s"1/2) = 0.33
A = By + My"2 P = B + 2y (1 + M"2)"1 /2
R=A/P Zav =AR"2/3
B= 0
y = 0.63
A = 0.83
P = 3.3
R = 0.25
Zav = 0.33
y = 0.5 feet
V= Q/A= 0/(by+My"2)= 0.86 fus
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 6 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.18 acres Q = CIA
I = 8.15 "Ihr (25-yr, Tc =5 min.) _ (0.30)(8.15)(0.18)
C = 0.3 = 0.44 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = On I (1.49s112) = 0.21
A=By+W2 P=B+2y(1+M"2)"12
R=A/P Zav =AR"2/3
B= 0
y= OA5
A = 0.59
P = 2.8
R = 0.21
Zav = 0.21
y = OA feet
V= Q/A= Q/(by +My"2)= 0.74 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

100 YEAR STORM ANALYSIS FOR STORMWATER SWALES/DITCHES:
DRAINAGE SWALE 1 - (20 FT EASEMENT BACK OF LOTS 51-65)
A = 0.73 acres 0 = CA
I = 9.6 "/hr (100-m Tc =5 min.) = (0.30)(9.6)(0.73)
C = 0.3 = 2.1 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR112/3 = Qn / (1.49el/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.499"112) = 0.98
A=By+W2 P=8+2y(1+M"2)"1/2
R=A/P Zav =ARA213
B= 0
y = 0.79
A= 1.89
P = 5.0
R = 0.38
Zav = 0."
y = 0.8 feet
V= Q/A= Q/(by +W2)= 1.11 fvs
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 2 - (20 FT EASEMENT BACK OF LOTS 43.45)
A = 0.2 acres Q = CIA
I = 9.6 "/hr 000-M Tc--5 min.) = (0.30)(9.6)(0.20)
C = 0.3 = 0.58 cds
n s 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) ARA213 = On / (1.499"1R)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.49s"1/2) = &27
A = By + W2 P = 8 + 2y (1 + M"2)"1/2
R=A/P Zav =AR"2/3
B� 0
y = 0.49
A = 0.72
P = 3.1
R = 0.23
Zav - 0.27
y = 0.5 feet
V= Q/A= Q/(by+W2)= 0.8ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 3 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.72 acres Q = CIA
I = 9.6 "!hr (100-yr, Tc=5 min.) _ (0.30)(9.6)(0.72)
C = 0.3 = 2.07 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s"1!2)
B = 0 or
y = ? Zav = Zreq
Zraq = On / (1.49s"1/2) = 0.97
A=By+My"2 P=B+2y(1 +M"2)"1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.79
A= 1.87
P = 5.0
R = 0.37
Zav = 0.97
y = 0.8 feet
V= Q/A= 0/(by+W2)= 1.11 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 4 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.44 acres Q = CIA
I - 9.6 "/hr (100-yr, Tc=S min.) _ (0.30)(9.6)(0.44)
C = 0.3 = 1.27 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.49el/2) = 0.59
A=By+W2 P=B+2y(1+M^2)"1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.60
A= 1.29
P = 4.1
R = 0.31
Zav = 0.59
y = 0.7 That
V Q/A= Q/(by +My"2)= 0.98 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 5 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.29 acres Q = CIA
I = 9.6 "/hr (100-yr Tc--5 min.) = (0.30)(9.6)(0.29)
C = 0.3 = 0.84 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = Qn / (1.~1/2)
B = 0 or
y = ? Zav = Zraq
Zreq = Qn / (1.49s"12) = 0.39
A=By+W2 P=B+2y(1+MA2)"112
R=A/P Zav =AR"2/3
B= 0
y = 0.56
A = 0.94
P = 3.5
R = 0.27
Zav = 0.30
y = 0.6 feet
V = Q / A = Q / (by + W2) 0.89 fivs
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 6 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.18 acres Q = CIA
I = 9.6 "Ihr (100-yr. Tc=5 min.) = (0.30X9.6)(0.18)
C = 0.3 = 0.52 cls
n = 0.022 REARRANGING MANNING'S GIVES YOU:
a = 0.001
M = 3 (3:1) AR"2/3 = Qn / (1.49s"1/2)
B = 0 or
y = ? Zav = Zroq
Zreq = Qn / (1.49s"1/2) = 0.24
A=By+MyA2 P=B+2y(1+M"2)"12
R=A/P Zav =ARA213
B= 0
y = OAT
A 0.66
P = 3.0
R = 0.22
Zav = 0.24
y 0.5 feat
V= Q/A= Q/(by+My"2)= 0.78fMs
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

Section XI
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28406

< LLlGLG e� a mgo� e.Y c.
e�a�t!�aa6 r`�ax.'i511'
'./nrane� .yltanc♦/:detrRnt(�l(
AtA/i%JMawit
Howard Resnick
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28405
February 23, 2006
Reference: Stormwater study for the Cypress Grove development near Wilmington, NC
Dear Mr. Resnick:
A r:.'//04-V-006y)
raiarn, /nr�r tnrt� . H �f
Land Management Group, Inc. has recently had the pleasure of evaluating the
aforementioned stormwater infiltration sites. The purpose of the evaluation was to describe a
typical soil profile, quantify the depth to the seasonal high water table, to estimate infiltration
rates and to inform the project engineer of any potential limitations of this project. I offer the
following comments.
The soils at this site are most closely associated with Bayrneade and a drained Murvilie
soil series. All profiles had at least some indication of a drainage effect due to the historic local
and regional drainage in this area. The contemporary seasonal high water table is evident by
observation of redoximorphic features suggesting past conditions of saturation and reduction in
conjunction with landscape position. I specifically concentrated on 5 areas across the site. They
are designated as Area 1(Lots 45, 46, and 47), Area 2 (Lots 54, 55, and 56� Area 3 (Lots 11, 127
13), Area 4 (Lots 21, 22, and 23) and Area 5 (Across from Lots 92-97, above the 25 foot
contour). Each area will be discussed separately.
Area 1
The seasonal high water table was determined to be between 32" and 42" across the site with an
average depth of 34". The estimated infihration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachment.
Area 2
The seasonal high water table was determined to be between 24" and 36" across the site with an
average depth of 28". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachment.
Area 3
The seasonal high water table was determined to be between 24" and 34" across the site with an
average depth of 26". The estimated infiltration rate for stormwater would be approximately I" /
hr. A typical soil profile description form this area is shown in the attachment Only %: of the
area originally proposed is useable as shown on the attached sketch.
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 2W6

Area 4
Zone 1 (above the 19 foot contour)
The seasonal high water table was determined to be between 34" and 44" across the site with an
average depth of 38". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachment.
Zone 2 (below the 19 foot contour)
The seasonal high water table was determined to be between 24" and 34" across the site with an
average depth of 26". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachment.
Area 5
The seasonal high water table was determined to be between 24" and 72" across the site with an
average depth of 60". The estimated infiltration rate for stormwater would be approximately 10"
/ hr. A typical soil profile description form this area is shown in the attachment.
In summary, the site can be proposed for stormwater infiltration in accordance with the
above referenced design criteria- I did not observe any other factors that would limit the ability
of this site to serve as a stormwater infiltration area. Please do not hesitate to contact me if you
have any questions with this report. I may be reached at 910-452-0001, 910-471-0777 or at
Sincerely,
ohn �PWHI'iani
NC Licensed Soil Scientist, #1113
SC Professional Soil Classifier, 458
CC: Colorado Coastal Development
Coastal Site Design, PC
s PO. Box 4041
Wilmington, NC 28406

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Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
CULVERT 2
Hydrograph type
= Rational
Peak discharge (cfs)
= 280.64
Storm frequency (yrs)
= 25
Time interval (min)
= 1
Drainage area (ac)
= 186.960
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 4.289
Tc by User (min)
= 40
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
320.00
280.00
240.00
r10 1I
160.00
120.00
80.00
40.00
Runoff Hydrograph
25-yr frequency
Hydrograph Volume = 673,533 (cult); 15.462 (acft)
Q (cfs)
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00 I I I N 0.00
0 10 20 30
-- Runoff Hyd - Qp = 280.64 (cfs)
40 50
60 70 80
Time (min)
Coastal Sits Design, PC
P.Q. Box 4041
Wilmington, NC 28406

Culvert Report
lydraflow Express by InWisolve
CULVERT 2
Invert Elev Dn (ft) = 15.00
Pipe Length (ft) = 79.00
Slope (%)
= 0.51
Invert Elev Up (ft)
= 15.40
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 25.10
Top Width (ft) = 75.00
Crest Width (ft) = 15.00
Elev (ft)
27.00.
25.00
23.00
21.00
19.00
17.00
15.00
13.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cis) = 280.64
Qmax (cis) = 280.64
Tailwater Elev (ft) = (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 280.64
= 280.64
= 0.00
= 9.40
= 9.83
= 19.00
= 19.18
= 21.50
= 1.36
= Inlet Control
Hw Depth (ft)
11.60
v......v-11, iru amo
Reach (ft)
9.60
7.60
5.60
3.60
1.60
-0.40
-2.40

Hydrology Report
Hydraflow Express by Intelisolve
Thursday, Mar 20 2008
Culvert 3
Hydrograph type
= Rational
Peak discharge (cfs)
= 92.59
Storm frequency (yrs)
= 25
Time interval (min)
= 1
Drainage area (ac)
= 53.970
Runoff coeff. (C)
= 0.4
Rainfall. Inten (in/hr)
= 4.289
Tc by User (min)
= 40
IDF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Hydrograph Volume = 222,205 (cuR); 5.101 (acft)
Q (Cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
0 10 20 30 40 50 60 70 80
Time (min)
-- Runoff Hyd - Qp = 92.59 (ds) Coastal Site Design, PC
n` P.O. Box 4041
Wilmington, NC 2N6

Culvert Report
Hydreflow Express by Intelisolve
Thursday, Mer 20 2008
CULVERT 3
Invert Elev Dn (ft) = 17.80
Pipe Length (ft) = 51.00
Slope (%)
= 0.39
Invert Elev Up (ft)
= 18.00
Rise (in)
= 36.0
Shape
= Cir
Span (in)
= 36.0
No. Barrels
= 2
n-Value
= 0.013
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098.2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 25.60
Top Width (ft) = 49.00
Crest Width (ft) = 10.00
Elev (ft)
26.00
25.00
24.00
23.00
22.00
21.00
20.00
19.00
15.00
17.00
16.00
Profile
Calculations
Qmin (crs) = 92.59
Qmax (crs) = 92.59
Tailwater Elev (ft) = (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ftts)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 92.59
= 92.59
= 0.00
= 7.09
= 7.00
= 20.41
= 20.66
= 21.71
= 1.24
= Inlet Control
Hw Depth (ft)
8.00
MEMO
loom
=
0
MOMMM
7.00
6.00
5.00
4.00
3.00
2.00
1.00
D.00
•1.00
•2.00
" p P0. 8o) 4�041 ' -
Reach (ft) Wilmington, NC 28406

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 4
Hydrograph type
= Rational
Peak discharge (cfs)
= 285.73
Stone frequency (yrs)
= 25
Time interval (min)
= 1
Drainage area (ac)
= 215.050
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 3.796
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Hydrograph Volume = 857,194 (cult); 19.678 (acft)
Runoff Hydrograph
Q (ds) 25-yr frequency Q (ems)
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0 00
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
0 10 20 30 40 50 60 70 80 90 100
Time (min)
Runoff Hyd - Qp = 285.73 (ds) golf,11L Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 2NO

Culvert Report
HydW= Express by IntMisolve
CULVERT 4
Invert Elev Dn (ft) = 13.00
Pipe Length (ft) = 62.00
Slope (%)
= 0.32
Invert Elev Up (ft)
= 13.20
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 22.20
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
23.00
21.00
19.00
17.00
15.00
13.00
11.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cfs) = 285.73
Qmax (cfs) = 285.73
Tailwater Elev (ft) _ (dc+Du2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 285.73
= 285.73
= 0.00
= 8.08
= 8.22
= 17.22
= 17.34
= 18.69
= 1.10
= Inlet Control
Hw Depth (ft)
�ax���ssz�•�
MM
0
, 19,
9.80
7.80
5.80
3.80
1.80
-0.20
F.20
Reach (ft)
Wilmington, NC 28406

Hydrology Report
Hydraflow Express by InWlsoNe
Culvert 5
Hydrograph type
= Rational
Storm frequency (yrs)
= 25
Drainage area (ac)
= 216.470
Rainfall Inten (in/hr)
= 3.796
OF Curve
= wilmington.IDF
Runoff Hydrograph
Q (ds) 25-yr frequency
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0 00
0 10 20 30 40
Runoff Hyd - Qp = 287.62 (cfs)
Thursday, Mar 20 2008
Peak discharge (cfs) = 287.62
Time interval (min) = 1
Runoff coeff. (C) = 0.35
Tc by User (min) = 50
Rec limb factor = 1.00
Hydrograph Volume = 862.854 (cult); 19.808 (acft)
320.00
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0.00
50 60 70 80 90 100
Time (min)
C0V31 Sh Design, PC
*¢ �, P0. Box 4041
Wilmington, NC 28406
f__ NA
5�rw

Culvert Report
Hydreflow Express by Intallsolve Thursday, Mar 20 2008
CULVERT 5
Invert Elev Dn (ft) = 12.00
Pipe Length (ft) = 72.00
Slope (%)
= 0.42
Invert Elev Up (ft)
= 12.30
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.10
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
11.00
Profile
Calculations
Qmin (cis) = 287.62
Qmax (cis) = 287.62
Tailwater Elev (ft) _ (dc+D)12
Highlighted
Qtotal (cis)
Qpipe (cis)
Qovertop (cis)
Veloc Dn (ft/s)
Veloc Up (ftts)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 287.62
= 287.62
= 0.00
= 8.13
= 8.52
= 16.22
= 18.31
= 17.82
= 1.10
= Inlet Control
Hw Depth (ft)
MIMMEMMEMMEMIMM
ME
M
M
M
"'"a
ki
111MIMMIMM
ME
MIC111111T.-M
on
M12FMOM
MEMEMMMM
MMMMI
M
MMOM
Inv-
ON
0
121MIN
M-
M1
MME
M
MMMEIM
Islas
8.70
7.70
6.70
5.70
4.70
3.70
2.70
1.70
0.70
-0.30
,1.30
-- -- -•• .... �v T., uv JJ vu 00 iu ak MOO 95
Reach (ft) Am� Wilmington, NO 28406

Hydrology Report
Hydraflow Express by Intellsolve
Culvert 7
Hydrograph type
= Rational
Storm frequency (yrs)
= 25
Drainage area (ac)
= 147.390
Rainfall Inten (in/hr)
= 4.590
OF Curve
= wilmington.IDF
0 10 20
— Runoff Hyd - Op = 202.96 (cfs)
Thursday, Mar 20 2008
Peak discharge (cfs)
= 202.96
Time interval (min)
= 1
Runoff coeff. (C)
= 0.3
Tc by User (min)
= 35
Rec limb factor
= 1.00
Hydrograph Volume = 426,208 (cuR); 9.784 (acR)
Runoff Hydrograph
25-yr frequency q (ems)
210.00
180.00
150.00
120.00
60.00
30.00
0.00
30 40 50 60 70
Time (min)
Coastal Site Design, PC
PO. Box 4041
Mrnington, NC 28406

Culvert Report
Hydraflow Express by Intallsolve
CULVERT 7
Invert Elev Dn (ft) = 13.20
Pipe Length (ft) = 58.00
Slope (%)
= 0.52
Invert Elev Up (ft)
= 13.50
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeii. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.30
Top Width (ft) = 55.00
Crest Width (ft) = 10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.no
13.00
12.00
Profile
Thursday, Mar 20 2008
Calculations
Qmin (cis) = 202.96
Qmax (cis) = 202.96
Tailwater Elev (ft) = (dc+D)/2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cis)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 202.96
= 202.96
= 0.00
= 7.19
= 7.79
= 16.93
= 16.93
= 18.16
= 1.04
= Inlet Control
Hw Depth (ft)
Reach (ft)

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
CULVERT 2
Hydrograph type
= Rational
Peak discharge (cfs)
= 341.13
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 186.960
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 5.213
Tc by User (min)
= 40
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
350.00
300.00
250.00
200.00
150.00
100.00
50.00
Runoff Hydrograph
100-yr frequency
Hydrograph Volume = 818,710 (cult); 18.795 (acR)
Q (cfs)
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0.00 Y i i I I 1 ti 0.00
0 10 20 30
--- Runoff Hyd - Qp = 341.13 (cfs)
40 50
60 70 80
Time (min)
Coastal site Design, PC
P0, Box 4041
Wilmington, NC 2we

Culvert Report
Hydraflow Express by Intelisolve
CULVERT 2
Invert Elev Dn (ft) = 15.00
Pipe Length (ft) = 79.00
Slope (%)
= 0.51
Invert Elev Up (ft)
= 15.40
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.00989 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 25.10
Top Width (ft) = 75.00
Crest Width (ft) = 15.00
Elev (ft)
27.00
25.00
23.00
21.00
19.00
17.00
15.00
13.00
Profile
Thursday. Mar 20 2008
Calculations
Qmin (cfs) = 341.13
Qmax (cfs) = 341.13
Tailwater Elev (ft) = (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 341.13
= 341.13
= 0.00
= 11.12
= 10.98
= 19.15
= 19.64
= 22.98
= 1.68
= Inlet Control
Hw Depth (ft)
;0
Reach (ft)

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 3
Hydrograph type
= Rational
Peak discharge (cfs)
= 112.54
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 53.970
Runoff coeff. (C)
= 0.4
Rainfall Inten (in/hr)
= 5.213
Tc by User (min)
= 40
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
Runoff Hydrograph
100-yr frequency
Hydrograph Volume = 270.101 (cult); 6.201 (ac(t)
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
0.00 -ZI I I I I 1 1 " 0.00
0 10 20 30 40
Runoff Hyd - Qp=112.54 (dfs)
50
60 70 80
Time (min)
Coastal Site Design, PC
P,O, Box 4041
Wilmington, NC 2NO8

Culvert Report
Hydraflow Express by InMeoW
Thursday, Mar 20 2008
CULVERT 3
Invert Elev Dn (ft)
= 17.80
Calculations
Pipe Length (ft)
= 51.00
Qmin (ds)
= 112.54
Slope (%)
= 0.39
Qmax (ds)
= 112.54
Invert Elev Up (ft)
= 18.00
Tailwater Elev (ft)
= (dc+D)12
Rise (in)
= 36.0
Shape
= Cir
Highlighted
Span (in)
= 36.0
Qtotal (ds)
= 112.54
No. Barrels
= 2
Qpipe (ds)
= 112.54
n-Value
= 0.013
Qovertop (ds)
= 0.00
Inlet Edge
= Sq Edge
Veloc Dn (ft1s)
= 8.36
Coeff. K,M,c,Y,k
= 0.009812, 0.039810.67, 0.5
Veloc Up (ft/s)
= 8.01
HGL Dn (ft)
= 20.52
Embankment
HGL Up (ft)
= 20.93
Top Elevation (ft)
= 25.60
Hw Elev (ft)
= 22.53
Top Width (ft)
= 49.00
Hw/D (ft)
= 1.51
Crest Width (ft)
= 10.00
Flow Regime
= Inlet Control
Elev (ft) Profile Hw Depth (ft)
26.00
24.00
23.00
22.00
21.00
20.00
19.00
18.00
17.00
16.00
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00
-1.00
_o nn
0 5 10 15 20 25 30 35 40 45 50 55A01mirgm,
Gal Me De101 PC
Reach ft P0. Bic 4041
() NC TWO

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 4
Hydrograph type
= Rational
Peak discharge (cfs)
= 348.93
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 215.050
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 4.636
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (cfs)
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0 00
Runoff Hydrograph
100-yr frequency
Hydrograph Volume=1,046,778 (c uft); 24.031 (acft)
Q (cfs)
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0.00
0 10 20 30 40 50 60 70 80 90 100
Time (min)
- Runoff Hyd - Qp = 348.93 (cfs) COastai Site Design, PC
'� P.O, Box 4041
Wilmington, NO 28406

Culvert Report
Hydraflow Express by Intellsolve Thursday, Mar 20 2008
CULVERT 4
Invert Elev Dn (ft) = 13.00
Pipe Length (ft) = 62.00
Slope (%)
= 0.32
Invert Elev Up (ft)
= 13.20
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 22.20
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
23.00
21.00
19.00
17.00
15.00
13.00
11.00
Profile
Calculations
Qmin (cfs) = 348.93
Qmax (cfs) = 348.93
Tallwater Elev (ft) = (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ftts)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
0 5 10 15 20 25 30 35 40 45 50 55 60
Reach (ft)
= 348.93
= 348.93
= 0.00
= 9.54
= 9.49
= 17.40
= 17.63
= 19.68
= 1.30
= Inlet Control
Hw Depth (ft)
9.80
7.80
5.80
3.80
1.80
-0.20
-2.20
7o CO2*1 SODesll, PO
20. Box 4041
Wilmington, NC 28406

Hydrology Report
Hydraflow Express by Intellsolve
Thursday, Mar 20 2008
Culvert 5
Hydrograph type
= Rational
Peak discharge (cfs)
= 351.23
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 216.470
Runoff coeff. (C)
= 0.35
Rainfall Inten (in/hr)
= 4.636
Tc by User (min)
= 50
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Hydrograph Volume=1,053,690 (cuff); 24.189 (acft)
Runoff Hydrograph
Q (ds) 100-yr frequency Q (ems)
400.00
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0 00
400.00
350.00
300.00
250.00
200.00
150.00
100.00
50.00
0.00
0 10 20 30 40 50 60 70 80 90 100
Time (min)
- Runoff Hyd - Op = 351.23 (cfs) Coastal Site Design, PC
,�. PO. Box 4041
Wilmington, NC 28406

Culvert Report
Hydraflaw Express by Intelleolve Thursday, Mar 20 2008
CULVERT 5
Invert Elev Dn (ft) = 12.00
Pipe Length (ft) = 72.00
Slope (%)
= 0.42
Invert Elev Up (ft)
= 12.30
Rise (in)
= 60.0
Shape
= Cir
Span (in)
= 60.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.10
Top Width (ft) = 60.00
Crest Width (ft) = 10.00
Elev (ft)
21.00 -
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
Profile
Calculations
Qmin (cfs) = 351.23
Qmax (cfs) = 351.23
Tailwater Elev (ft) = (dc+DY2
Highlighted
Qtotai (cfs)
Qpipe (cfs)
Q.overtop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw` Elev (ft)
Hw/D (ft)
Flow Regime
= 351.23
= 351.23
= 0.00
= 9.59
= 9.77
= 16.40
= 16.60
= 18.82
= 1.30
= Inlet Control
Hw Depth (ft)
8.70
7.70
6.70
5.70
4.70
3.70
2.70
1.70
0.70
-0.30
11.00 MO -1.30
0 5 10 15 20 25 30 35 40 45 . 50 55 60 65 5PQ 45 ' 95
Reach (ft) Wilmington,, NC 28400

Hydrology Report
Hydraflow Express by Intellsohre
Thursday. Mar 20 2008
Culvert 7
Hydrograph type
= Rational
Peak discharge (cfs)
= 246.03
Storm frequency (yrs)
= 100
Time interval (min)
= 1
Drainage area (ac)
= 147.390
Runoff coeff. (C)
= 0.3
Rainfall Inten (in/hr)
= 5.564
Tc by User (min)
= 35
OF Curve
= wilmington.IDF
Rec limb factor
= 1.00
Q (ds)
280.00
240.00
200.00
160.00
120.00
80.00
40.00
0 00
Runoff Hydrograph
100-yr frequency
0 10 20 30
— Runoff Hyd - Qp = 246.03 (cfs)
Hydrograph Volume = 516.666 (cwft); 11.861 (acft)
Q (cfs)
280.00
240.00
200.00
160.00
120.00
80.00
40.00
I I ' N 0.00
40 50 60 70
4ACoastal Site Design, PC Time (min)
P.O. Box 4041
Wilmington, NC 28406

Culvertt Report
Hydraflow Express by Intallsolve Thursday, Mar 20 2008
CULVERT 7
Invert Elev Dn (ft) = 13.20
Pipe Length (ft) = 58.00
Slope (%)
= 0.52
Invert Elev Up (ft)
= 13.50
Rise (in)
= 54.0
Shape
= Cir
Span (in)
= 54.0
No. Barrels
= 2
n-Value
= 0.012
Inlet Edge
= Sq Edge
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft) = 20.30
Top Width (ft) = 55.00
Crest Width (ft) = 10.00
Elev (ft)
21.00
20.00
19.00
18.00
17.00
16.00
15.00
14.00
13.00
12.00
Profile
Calculations
Qmin (cfs) = 246.03
Qmax (cfs) = 246.03
Tailwater Elev (ft) _ (dc+DY2
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
= 246.03
= 246.03
= 0.00
= 8.42
= 8.93
= 17.09
= 17.14
= 18.89
= 1.20
= Inlet Control
Hw Depth (ft)
7.50
MM
MEMMEMMEEM
rM
- �
sooin
nii3�s�ONE
6.50
5.50
4.50
3.50
2.50
1.50
0.50
-0.50
0 5
10 15 20 25 30 35 40 45 50 P%&x 40410 75 80'
Wilminoon, NC 2M6
Reach (ft)

Section IX
ACoastal lSite Design, PC
PO. Box 4041
W9mi jlA NC 280

Section X
Coastal Site Design, PC
RO, Box 4041
10004 WiiminMon, NC 2M

25 YEAR STORM ANALYSIS FOR STORMWATER SWALES/DITCHES:
DRAINAGE SWALE 1 - (20 FT EASEMENT BACK OF LOTS 51-65)
A = 0.73 acres Q = CIA
I = 8.15 "/hr (25-yr, Tc=5 min.) = (0.30)(8.15)(0.73)
C = 0.3 = 1.78 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR112/3 = On
B = 0 or
y = 7 Zav = Zreq
Zreq = On / (1.49s^1/2) = 0.83
A = By + My^2 P = B + 2y (1 + M^2)111/2
R = A / P Zav = AR^2/3
B= 0
y = 0.74
A = 1.66
P = 4.7
R = 0.35
Zav = 0.83
y = 0.7 feet
V= Q/A= Q/(by +W2)= 1.08ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 2 - (20 FT EASEMENT BACK OF LOTS 43-45)
A = 0.2 acres Q = CIA
I = 8.15 "mr (25•yr, Tc=5 min.) = (0.30)(8.15)(0.20)
C = 0.3 = 0.49 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR^2/3 = On / (1.49s^1/2)
B - 0 or
y = Z Zav = Zreq
Zreq = On / (1.49s^1/2) = 0.23
A=By+My"2 P=B+2y(1 +M^2r1/2
R=A/P Zav =AR^2/3
B= 0
y = OAS
A = 0.63
P = 2.9
R = 0.22
Zav = 0.23
y = 0.5 feet
V = O / A = Q / (by + My^2) = 0.78 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 3 - (20 FT EASEMENT BACK OF LOTS 105-113,122-130)
A = 0.72 acres Q = CIA
I = 8.15 "Ihr (25-W, Tc=5 min.) _ (0.30)(8.15)(0.72)
C - 0.3 = 1.78 cfe
n = 0.022 REARRANGING MANNING'S GIVES YOU:
a = 0.001
M = 3 (3:1) AR"2/3 = Qn / (1.49s"112)
B = 0 or
y = ? Zav - Zreq
Zreq = Qn / (1.49s"1/2) = 0.82
A=By+My"2 P=B+2y(1+MA2)A1/2
R = A / P Zav = ARA2rJ
B= 0
y = 0.74
A = 1.64
P = 4.7
R = 0.35
Zav = 0.02
y = 03 feet
V= Q/A- Q/(by +W2)= 1.07 tUs
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 4 - (20 FT EASEMENT BACK OF LOTS114-121)
A = 0.44 acres Q = CIA
I = 8.15 "Ihr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.44)
C = 0.3 = 1.08 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = Qn / (1.499"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn I (1.49s"1/2) = 0.50
A=By+My"2 P=B+2y(1+M"2)"1/2
R=A/P Zav =ARA213
a = 0
y = 0.62
A 1.14
P = 3.9
R = 0.29
Zav = 0.50
y0.0 feet
V= Q/A= Q/(by +W2)= 0.95ttls
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 5 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.29 acres Q = CIA
I = 8.15 "/hr (25-yr, Tc;=5 min.) _ (0.30)(8.15)(0.29)
C = 0.3 = 0.71 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR^2/3 = On / (1.49el/2)
B = 0 or
y = ? Zav = Zreq
Zreq = On / (1.499^i/2) = 0.33
A=By+My^2 P=B+2y(1+M"2)"1/2
R = A / P Zav = AR^2/3
B= 0
y = 0.53
A = 0.83
P = 3.3
R = 0.25
Zav = 0.33
y = 0.5 feet
V = Q / A = Q / (by + My^2) = 0.86 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 6 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.18 acres Q = CIA
I = 8.15 "1hr (25-yr, Tc=5 min.) _ (0.30)(8.15)(0.18)
C = 0.3 = 0.44 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR^2/3 = On / (1.49s^1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.49s"1/2) = 0.21
A = By + My^2 P = B + 2y (1 + M^2)A1/2
R = A / P Zav = AR^213
B= 0
y = OAS
A = 0.59
P = 2.8
R = 0.21
Zav = 0.21
y = 0.4 feet
V = Q / A = Q / (by + My^2) = 0.74 ftfs
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

100 YEAR STORM ANALYSIS FOR STORMWATER SWALES/DITCHES:
DRAINAGE SWALE 1- (20 FT EASEMENT BACK OF LOTS 51-65)
A = 0.73 acres Q = CIA
1= 9.6 "Ihr (100-yr, Tc=5 min.) _ (0.30)(9.6)(0.73)
C = 0.3 = 2.1 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M 3 (3:1) AR"2/3 = Qn / (1.499"12)
B 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.49s^12) = 0.98
A=By+W2 P=B+2y(1+MA2)"12
R-A/P Zav =AR"2/3
8= 0
y = 0.79
A = 1.89
P = 5.0
R = 0.38
Zav = 0.98
y = 0.8 feet
V= Q/A= Q/(by +W2)= 1.11 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 2 - (20 FT EASEMENT BACK OF LOTS 43-45)
A = 0.2 acres Q = CIA
I = 9.6 'Yhr (100-yr, Tc=5 min.) _ (0.30)(9.6)(0.20)
C = 0.3 = 0.58 ds
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = Qn 1(1.49s"12)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.~112) 0.27
A=By+W2 P=B+2y(1+W2)"12
R=A/P Zav =AR"2/3
B= 0
y = OA8
A = 0.72
P = 3.1
R = 0.23
zav = 0.27
0.5 fest
V= Q/A= Q/(by +W2)= 0.8ft
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 3 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.72 acres Q = CIA
I = 9.6 "1hr (100-yr, Tc=5 min.) = (0.30)(9.6)(0.72)
C = 0.3 = 2.07 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR112/3 = On / 0.496"1 /2)
B = 0 or
y = ? Zav - Zreq
Zreq = On / (1.49s"1/2) = 0.97
A=By+My"2 P=B+2y(1+M"2)^1/2
R=A/P Zav =ARAM
B= 0
y = 0.79
A= 1.87
P = 5.0
R = 0.37
Zav = 0.97
y 0.8 feet
V= Q/A= Q/(by +My"2)= 1.11 ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 4 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.44 acres Q = CIA
I = 9.6 "/hr (100-yr, Tc=5 min.) = (0.30)(9.6)(0,44)
C = 0.3 = 1.27 cfs
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / 0.49s^1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = On ! (1.49s"1/2) = 0.59
A=By+My"2 P=B+2y(1+M"2)A1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.66
A = 1.29
P = 4.1
R = 0.31
Zav = 0.50
y e 0.7 feet
V= Q/A= Q/(by +W2)= 0.98ft/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

DRAINAGE SWALE 5 - (20 FT EASEMENT BACK OF LOTS 105-113, 122-130)
A = 0.29 acres Q = CIA
I = 9.6 "fir (100-yr: Tc=S min.) _ (0.30)(9.6)(0.29)
C = 0.3 = 0.84 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR112/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq = Qn / (1.499"1/2) = 0.39
A=By+W2 P=B+2y(1+M"2)"1/2
R=A/P Zav =AR"2/3
B= 0
y = 0.58
A = 0.94
P = 3.5
R = 0.27
Zav - 0139
y = 0.6 feet
V = Q / A Q / (by + My"2) = 0.89 it/s
Acceptable for grass lined channels (see chart 8.05a, Erosion
and Sedimentation Control Planning and Design Manual)
DRAINAGE SWALE 6 - (20 FT EASEMENT BACK OF LOTS 114-121)
A = 0.18 acres Q = CIA
I = 9.6 "/hr (100-yr, Tc--5 min.) _ (0.30)(9.6)(0.18)
C = 0.3 = 0.52 cis
n = 0.022 REARRANGING MANNING'S GIVES YOU:
s = 0.001
M = 3 (3:1) AR"2/3 = On / (1.49s"1/2)
B = 0 or
y = ? Zav = Zreq
Zreq Qn / (1.49s"112) = 0.2f
A=By+My"2 P=B+2y(1+M"2)"1/2
R = A / P Zav = AR"2/3
0= ^u
y= OA7
A = 0.86
P = 3.0
R = 0.22
Zev = 0.24
y ■ 0.5 feat
V= Q/A= Q/(by +W2)= 0.78 f1k
Acceptable for grass lined channels (see chart 8.05s, Erosion
and Sedimentation Control Planning and Design Manual)
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

Section XI
4ACoastal Slte Design, PC
P.O. Box 4041
Wilmington, NC 28406

t wcgl ji JW.
dpvakw)w Mhw rPanuW "
dW lrie a Ax 2 ;22
Wilmriny&m, -AaWA Tw4di ea 38402
oF
• 9/1i 'Nirk,/ 4Mille.''ineI►ue.�[itP
February 23, 2006
Howard Resnick
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28405
Reference: Stormwater study for the Cypress Grove development near Wilmington, NC
Dear Mr. Resnick:
Land Management Group, Inc. has recently had the pleasure of evaluating the
aforementioned stormwater infiltration sites. The purpose of the evaluation was to describe a
typical soil profile, quantify the depth to the seasonal high water table, to estimate infiltration
rates and to inform the project engineer of any potential limitations of this project I offer the
following comments.
/Ir-re"m Any i0t56. . HP/
The soils at this site are most closely associated with Baymeade and a drained Murville
soil series. All profiles had at least some indication of a drainage effect due to the historic local
and regional drainage in this area. The contemporary seasonal high water table is evident by
observation of redoximorphic features suggesting past conditions of saturation and reduction in
conjunction with landscape position. I specifically concentrated on 5 areas across the site. They
are designated as Area 1 (Lots 45, 46, and 47), Area 2 (Lots 54, 55, and 56), Area 3 (Lots 11, 12,
13), Area 4 (Lots 21, 22, and 23) and Area 5 (Across from Lots 92-97, above the 25 foot
contour). Each area will be discussed separately.
Area 1
The seasonal high water table was determined to be between 32" and 42" across the site with an
average depth of 34". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachmem.
Area 2
The seasonal high water table was determined to be between 24" and 36" across the site with an
average depth of 28". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachmem.
Area 3
The seasonal high water table was determined to be between 24" and 34" across the site with an
average depth of 26". The estimated infiltration rate for stormwater would be approximately F, /
hr. A typical soil profile description form this area is shown in the attachment. Only % of the
area originally proposed is useable as shown on the attached sketch.
Coastal Site Design, PC
P0. Box 4041
Wilmington, NC 28406

Area 4
Zone 1 (above the 19 foot contour)
The seasonal high water table was determined to be between 34" and 44" across the site with an
average depth of 38". The estimated infiltration rate for stormwater would be approximately 2" /
hr. A typical soil profile description form this area is shown in the attachment.
Zone 2 (below the 19 foot contour)
The seasonal high water table was determined to be between 24" and 34" across the site with an
average depth of 26". The estimated infiltration rate for stormwater would be approximately 2" !
hr. A typical soil profile description form this area is shown in the attachment.
Area 5
The seasonal high water table was determined to be between 24" and 72" across the site with an
average depth of 60". The estimated infiltration rate for stormwater would be approximately 10"
/ hr. A typical soil profile description form this area is shown in the attachment.
In summary, the site can be proposed for stormwater infiltration in accordance with the
above referenced design criteria. I did not observe any other factors that would limit the ability
of this site to serve as a stormwater infiltration area. Please do not hesitate to contact me if you
have any questions with this report. 1 may be reached at 910-452-0001, 910-471-0777 or at
t .
Sincerely,
ohn P Williams
NC Licensed Soil Scientist, #1113
SC Professional Soil Classifier, #58
CC: Colorado Coastal Development
C088tal Site Design, PC
PO, Box 4041
Wilmington, NC 28406

Typical Profile Descriptions
Area 1, Linear side slope, 0-2% slope.
A 04" Loamy Sand, granular, fr, ns, np, 2.5Y2.5/1 Salt and Pepper
E1 4-I5" Loamy Sand, granular, fr, ns, np, 2.5Y3/1 Clean
E2 15-24" Loamy Sand, single grain, vfr, ns, np, 2.5Y3/2 Clean
Bw 24-42" Loamy Sand, weak subangular blocky, fr, ns, np, 2.5Y3/3, 2.5Y5/3
Cg 42-56" Sand, structureless, fr, ns, np, 2.5Y5/2, 2.5Y3/2, I OYR5/8 RW
Estimated seasonal high water table: 42"
Observed water table on February 20, 2006: 53"
Estimated infiltration rate: 2 inches per hour
Area 2, Linear side slope, 0-2% slope.
A 0-4" Loamy Sand, granular, fr, ns, np, 2.5Y2.5/1 Salt and Pepper
E1 4-15" Loamy Sand, granular, fr, ns, np, 2.5Y3/1 Clean
E2 15-20" Loamy Sand, single grain, vfr, ns, np, 2.5Y3/2 Clean
Bw 20-32" Loamy Sand, weak subangular blocky, fr, ns, np, 2.5Y3/3, 2.5Y5/3
Cg 32-56" Sand, structureless, fr, ns, np, 2.5Y5/2, 2.5Y3/2, I OYR5/8 RMF
Estimated seasonal high water table: 32"
Observed water table on February 20, 2006: 48"
Estimated infiltration rate: 2 inches per hour
Area 3, Linear side slope, 0-2% slope.
A 04" Loamy Sand, granular, fr,.ns, np, 2.5Y2.5/1
El 4-15" Loamy Sand, granular, fr, ns, np, 2.5Y3/1
E2 15-24" Loamy Sand, single grain, vfr, ns, np, 2.5Y3/2
Bwg 2442" Sandy Loam, weak subangular blocky, fr, ns, np, 2.5Y3/2, 2.5Y5/2
Cg 42-56" Sand, structureless, fr, ns, np, 2.5Y5/2, 2.5Y3/2, I OYR5/8 RMF
Estimated seasonal high water table: 24"
Observed water table an February 20, 2006: 32"
Estimated infiltration rate: 1 inches per hour
COMM Mt@ Design, PC
e PO. Box 4041
Wilmington; NC ?ann

Area 4, Zone 1 (above 19 foot contour), Linear side slope, 0-2% slope.
A 0-4" Loamy Sand, granular, fr, ns, np, 2.5Y4/2
E1 4-12" Loamy Sand, granular, fr, ns, np, 2.5Y5/2
E2 12-20" Loamy Sand, granular, fr, ns, np, 2.5Y5/3
Bwl 20-34" Loamy Sand, weak subangular blocky, fr, ns, np, 2.5Y6/4
Bw2 34-44" Loamy Sand, weak subangular blocky, fr, ns, np, 2.5Y5/4
C 44-60" Sand, structureless, fr, ns, np, 2.5Y5/1, 2.5Y6/2 RMF
Estimated seasonal high water table: 44"
Observed water table on February 20, 2006: None
Estimated infiltration rate: 2 inches per hour
Area 4, Zone 1 (below 19 foot contour), Linear side slope, 0-2% slope.
A 0-4" Loamy Sand, granular, fr, ns, np, 2.5Y2.5/1
E1 4-15" Loamy Sand, granular, fr, ns, np, 2.5Y3/1
E2 15-24" Loamy Sand, single grain, vfr, ns, np, 2.5Y3/2
Bwg 24-42" Loamy Sand, weak subangular blocky, fr, ns, np, 2.5Y3/2, 2.5Y5/2
Cg 42-60" Sand, structureless, fr, ns, np, 2.5Y5/2, 2.5Y3/2, 10YR5/8 RMF
Estimated seasonal high water table: 24"
Observed water table on February 20, 2006: 36"
Estimated infiltration rate: 2 inches per hour
Area 5, Maicro-ridge, 2-4% slope.
A 0-4" Sand, single grain, vfr, ns, np, 10YR4/1
E 1 4-15" Sand, single grain, vfr, ns, np, 1 OYRS/ 1
E2 15-22" Sand, single grain, vfr, ns, np, 2.5Y7/1
Bwl 22-56' Sand, single grain, vfr, ns, np, 2.5Y6/8
Bw2 56-60" Sand, single grain, vfr, ns, np, 2.5Y6/4
Estimated seasonal high water table: exceeds 60"
Observed water table on January 31, 2006: None
Estimated infiltration rate: 10 inches per hour
Coastal Site Design, PC
P0. Box 4041
WilminTon, NC 28406

Section XII

PROPOSEDNEWHANOYER C0UNTYSr0RMWA7ERDEvGNMANUAL
SEC77ON 40 - RUNOFFDETERM)NA77ONPROCEDURES
TABLE 40-3
NEW HANOVER COUNTY
DEPTH - DURATION - FREQUENCY TABLE
TABLE 40-3A
Duration
Return Period
2-yr
5-yr
10-yr
25-yr
50-yr
100-yr
(time)
(in)
(in).
(in)
(in)
(in)
(in)
5 min
0.49
0.55
0.60
0.68
0.74
0.80
10 min
0.88
0.99
1.07
1.20
1.31
1.41
15 min
1.15
1.29
1.40
1.57
1.70
1.84
30 min
1.62
1.92
2.14
2.47
2.73
2.99
60 min
2.10.
2.58
2.92
3.41
3.80
4.18
2 hr
2.50
3.30
3.60
4.20
4.70
5.20
3 hr
2.80
3.50
4.05
4.70
5.20
5.80
6 hr
3.30
4.20
4.82
5.71
6.40
7.00
12 hr
3.90
5.00
5.80
6.90
7.70
8.60
24 hr
4.50
5.80
7.00
8.05
9.00
10.00
TABLE 40-3B
Duration
Return Period
2-yr
5-yr
10-yr
25-yr
50-yr
100-yr
(time)
(in/hr)
(in/hr)
(in/hr)
(in/hr)
(in/hr)
(in/hr)
5 min
5.88
6.63
7.23
8.15
8.87
9.60
10 min
5.28
5.91
6.43
7.22
7.85
8.48
15 min
4.60
5.15
5.59
6.27
6.82
7.36
30 min
3.23
3.84
4.28
4.94
5.46
5.97
60 min
2.10
2.58
2.92
3.41
3.80
4.18
2 hr
1.25
1.65
' 1.80
2.10 I
2.35
2.60 I
3 hr
0.93 I
1.17
1.35
1.57
I 1.73
1.93
6 hr
0.55
0.70
0.80
0.95
1.07
1.17
12 hr
0.33
0.42
0.48
0.58
0.64
0.72
24 hr
0.19
0.24
0.29
0.34
0.38
0.42
%oum, bile esigN PC
Source: Latest Versions of NWS TP-40 and NWS Hydro-35 PO, Ebx4041
Wilmi
%UNE 14. 2000 PAGE 40-5

0
8.031
Table 8.03a
Value of Runoff Coefficient
(C) for Rational Formula
Land Use C
Land Use
C
Business:
Lawns:
Downtown areas 0.70-0.95
Neighborhood areas o.50-0.70
Sandy soil, flat, 2%
Sandy soii, ave., 2-7%
0.05-0.10
0.10-0.15
Residential:
Sandy soil, steep, 7%
Heavy soil, flat, 2%
0.15-0.20
0.13-0.17
Single-family areas o.3o-o so
Multi units, detached o.4o-9.60
Heavy soil, ave., 2-7%
Heavy soil, steep, 7%
0.18-0.22
Mufti units, attached 0.60-0.75
025-0.35
Suburban 0.2&0.40
Agriculturalland:
Industrial:
Bare packed soil
Light areas 0.50-0.80
Smooth
Rough
0.30-0.60
020-0.50
Heavy areas 0.60-0.90
Cultivated rows
Parks, cemeteries 0.10-0.25
He�'soil no crop
avy soil with crop
0.30-0.60
020-0.50
Playgrounds 0.20-0.35
Sandy soil no crop
Sandy soil with crop
0.20-0.40
0.10-0.25
Railroad yard areas 0.20-0.40
Pasture
Heavy soil
0.15-0.45
Unimproved areas 0.10.0.30
Sandy
0.05-0.25
OA5-0.25
Streets:
Asphalt 0.70-0.95
Concrete 0.80-0.95
Brick o.7o-o.85
Drives and walks 0.75-0.85
Roofs 0.75-0.85
NOTE: The designer must use judgment to select the appropriate C value
within the range for the appropriate land use. Generally, larger
areas with
permeable soils, flat slopes, and dense vegetation should have lowest C
values. Smaller areas with slowly permeable soils, steep slopes, and
sparse vegetation should be assigned highest C values.
Source: American Scclety of Civil Enoinears
The overland flow portion of flow time may be determined from Figure 8.03a.
The flow time (in minutes) in the channel can be estimated by calculating the
average velocity in foot per minute and dividing the length (m feet) by the
average velocity.
Step 4. Determine the rainfall intensity, frequency, and duration (Figure, S.03b
through 8.039-600ce: North Carolina State Highway Comozissiort; Jan.
1973). Select the chart for the locality closest to your location. Enter the
"duration" axis of the chart with the calculated time of concentration, TC. A40ve
vertically until you intersect the curve of the appropriate design storm, then
move horizontally to read the rainfall intensity factor, i, in inches per hour.
Step S. Determine peak discharge, Q (0/sec), by multiplying the previously
determined factors usm* g the rational formula (Sample Problem 8.03a).
Coastal Site Design, PC
e P.O. BOX 4041
WhInVon, NC 2"

0
Table OMb
Runoff Curve Numbers (CN)
Hydrologic Soil Group
A B C D
Land Use/Cover
Cultivated land
without conservation 72 81 88 91
with conservation 62 71 78 81
Pasture land
poor condition
68
79
86
89
fair condition
49
69
79
84
good condition
39
61
74
80
Meador
good condition
30
58
71
78
Wood or forest land
Thin stand - poor cover, no mulch
45
66
77
83
Good stand - good cover
25
55
70
77
Open spaces, lawns, parks, gaff courses, cemeteries, etc.
good condition:
grass cover on 75%
or more of the area
39
61
74
80
fair condition:
grass cover on 50
to 75% of the area
49
69
79
84
Commercial and business
areas (85% impervious)
89
92
94
95
Industrial districts
(72% Impervious)
81
88
91
93
Residential:' Development completed and vegetation established
Average lot size Average % Impervious
1 /8 acre or less 65
77
65
90
92
1 /4 acre 38
61
75
83
87
1 /3 acre 30
57
72
81
86
1 M acre 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15
47
66
77
81
Paved parking lots, roofs,
driveways, etc.
98
98
98
98
Streets and roads
paved with curbs and
storm sewers
98
98
98
98
gravel
78
85
89
91
did
72
82
87
89
Newly graded area
81
89
93
95
Residential: Development underway and no vegetation
Lot sizes of 1/4 acre
88
93
95
97
Lot sizes of 1/2 acre
85
91
94
96
Lot sizes of 1 acre
82
90
93
95
Lot sizes of 2 acres
81
89
92
94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA-SCS
8.03.10
PO. BOX 01 .a'*' U v
Wilmington, IC 2&LV
tom. I=

Lewis,Unda
From:
Sent:
To:
Cc:
Subject:
All
Lewis,Linda
Thursday, August 30, 2012 10:02 AM
'Howard Resnik'; Rodney Wright Contact
[e-mail]
Tarin Woods SW8 061005
After an evening and morning to think through the issue of roads built on the property of one subdivision to
provide access to another, this is what I have come up with. When one property needs to build a road across
someone else's property in order to access their own, they would need to obtain an access easement, and
show it on the proposed plan and account for the right-of-way and road BUA in their density calculations and/or
BMP sizing calculations.
If these "off -site" access roads are not shown on the first development's proposed plans, then they cannot be
paved as part of the first project. The access would have to remain undeveloped until the property they are
located on (the second property) was developed, or if an agreement for the second property owner to account
for and/or treat that BUA was reached between the two developers.
Tarin Woods developed first, so any road paving within an easement or right-of-way on Liberty Landing that
was required to provide access to Tarin Woods should have been addressed in the Tarin Woods application.
However, there were no road extensions shown on the approved Tarin Woods plans, so I have to assume that
the original developer of Tadn Woods did not propose to construct any roads that were not on the Tarin Woods
property. If this is not the case, please advise.
Liberty Landing came in for permitting later. Those approved plans show 2 areas of access or "drainage
easements" where a road connecting Tarin Woods with Liberty Landing could be placed. If those road
connections were constructed on Liberty Landing property as part of the development of Liberty Landing, and
had not already been paved by Tarin Woods, then Liberty Landing will need to address the BUA for both
accesses.
As we discussed in the meeting, Tarin Woods has already agreed with Liberty Landing to account for that
section of the Lt. Congleton road that is within the Liberty Landing project area on of the proposed infiltration
basins for Tarin Woods. The other access point is a 50' drainage easement between Lots 40 and 41 of Liberty
Landing that roughly lines up with Maltwood Drive in Tarin Woods, but there is a large expanse of wetlands in-
between the two subdivisions. Clark and Sons, LLC is the reputed owner of this area, so any proposed road
through that property will need to be the responsibility of Clark and Sons, LLC, or any subsequent purchaser,
unless an agreement is or was reached for Tarin Woods to account for that road.
Our reviewers obviously were not involved or made aware of any such agreements. However, to avoid future
problems, I do plan on emphasizing to the reviewers the importance of dealing with access roads upfront and
making sure we know who is responsible for what, and making sure it's documented by both parties.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

0
C_ 10
O Ski For DENR Use ONLY
(D Reviewer: �•..��
��� North Carolina Department of Environment and Submit: t� ` 2�
�,% Natural Resources
NCDENR Request for Express Permit Review Time: t O
Confirm:
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 clan (PDF file) and vicinity man (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-2964698,glhm.davidsongIncmai
iw
• Fayetteville or Raleigh Reglon-David Lee 919-791-4203, david leeftncmailnet
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick prosrariftricmall
not
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisonOncmall
net
• Wilmington Region -Janet Russell 910-350-2004 orienetrussellMncmailnet
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permib of reaued
SW 061005
SW
SW
SW
SW
CD C eev�i
Project Name: TARIN WOODS County: NEW HANOVER
Applicant: JAMES YOPP Company: E85 TRANSPORT LLC
Address: PO BOX 1019 City: WILMINGTON. State: NC Zip: 28402-_
Phone: [phone], Fax: _ - Email: JAMES@ROCKFORDPARTNERS,NET
Physical Location:1200 LT. CONGLETON DRIVE
Project Drains into SA:HWQ waters — Water classification 18-87-29 (for classification see-http://h2o.enr.state.nc.us/bims/reoorts/reoortsVg.htmi)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N , within %2 mile and draining to class SA waters YL or within 1 mile
and draining to class HQW waters? Y
Engineer/Consultant: HOWARD RESNIK Company: COASTAL SITE DESIGN, PC
Address: PO BOX4041 City: WILMINGTON. State: NC Zip: 28406-_ F PA� +,FVED
Phone: [phone], Fax: [phone], Email: HOWARDOCOASTALSITEDESIGN,COM
rECTION ONE: REQUESTING A $COPING MbtiiNg VNLT i AUG 2 2012
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ® DLR, ❑ OTHER: -
i1dY: -
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
ElIntermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
ElHigh Density -Detention Pond - # Treatment Systems ❑ High Density -Infiltration #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems /❑ MOD: ❑ Major El Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Lpnd Quality ❑ Erosion and Sedimentation Control Plan with - acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoDina and express meetlne reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: N Yes El No Isolated wetiand on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
*s*****s********************ss********s*s*sss***********For DENR use onlys******s****ss********************s****sssss****************
Fee Split for multiple permits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fee
- --- - - - - --- ----- -
SUBMITTAL DATES
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NCDENR EXPRESS March 2009

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
FOR STORMWATER EXPRESS REVIEW
August 24, 2012
PROJECT NAME: Tarin Woods
PROJECT DESCRIPTION: Tarin Woods is a proposed 130 lot single-family residential subdivision located in New Hanover County.
The project is located within'/z mile of SA;HWQ waters, and is proposing a total of 34.5% impervious surface throughout the site.
Open infiltration basins were chosen as the BMP's. Due to the typically shallow groundwater table, storage basins will be used to
store stormwater which will then be pumped to the infiltration basins. There are a total of four storage basins and four infiltration
basins handling stormwater for this project. Since this project was originally approved the property was foreclosed and new owners
have obtained the property. The new owners have revised the lot layout which changes the drainage areas to the basins. A
modification to the permit is necessary for approval of the new drainage areas to the basins.
This project is designed to meet or exceed the minimum stormwater management requirements for both the NCDENR/DWQ and New
Hanover County's Stormwater Management Ordinance. Stormwater management will be provided for impervious areas only.
Backyard water will drain directly offsite.
This project is located very close to the ICWW and must be designed to meet NCDENR/DWQ requirements for projects located
within %Z mile of SA waters. Stormwater from the impervious areas will be collected via catch basins and conveyed to storage basins,
and then pumped to infiltration basins. The infiltration basins have been sized to store the first 3 inches of runoff and infiltrate this
volume in under 5 days time. Offline bypass structures have been provided, which includes weir structures set at the 3 inch storage
volume elevation. Stormwater volumes larger than the design storm will pass over the weir and out the existing stormwater system.
Vegetative filters have not been included since the basin is storing twice the minimum design storm (1-1/2 inch volume).
Additionally, emergency spillways have been provided for both storage basins and infiltration basins with the crest elevations set at
least 0.3 feet below the basin's top of berm.
In meeting New Hanover County's requirements, the basins have been designed to store and/or infiltrate the increased runoff from the
2-year, 10-year, and 25-year storms. The calculations show that the basins will manage the discharge for the previously mentioned
storms. However, bypass and emergency weirs have been provided in the event of a device failure or a storm event much greater than
any design storm.
PROJECT BMP: High density within % mile of SA;HQ waters / open infiltration basins.
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Howard Resnik, PE
[e-mail]
910 7914441 office
910 791 1501 fax

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watch out for construction, and follow all traffic safety precautions. This is only to be used as an aid in planning.
http://riaps.yahoo.comlprint?mvt=m&ioride=us&tp=1 &stx=&fcat=&frat=&clat=34. l 19314... 6/9/2011

10 rA&AI Goad 45
V 20IIIRI1�1
10013647
FOR FieGIS7RpTI0N REGISTER OF DEEDS
NENNNFiq jpVER COLWNYi NC
2010 JUN 08 } f 38 36 APf
8K 5490 PG 1563-1567 FEE $29 00
NC 0 STRIP $6, 760 00
111M # XIMS7
SUBSTITUTE TRUSTEE'S DEED
DRAWN BY AND MAIL TO:
Tax Parcel No
Grantee
Excise Tax: .
MCGUIREWoovs LLP
300 N. Third Street, Suite 400
P.O. Box 5" (28402)
Wilmington, NC 28401
R07900-003-055-000
First Troy SPE, LLC
$6,760.00
THIS DEED, made this the —me
June, 2010, by and between H Kenneth Stephens 11,
an individual with an address of 701 Princess Street, Wilmington, NC 28401, Substitute Trustee
in the Deed of Trust hereinafter mentioned (hereinafter referred to as "Grantor), and First Troy
SPE, LLC, a North Carolina limited liability company having an address of 341 North Main
Street, Troy, North Carolina 27371 (hereinafter referred to as "Grantee"),
WITNESSETH:
WHEREAS, on June 27, 2006, Cypress Grove Land, LLC, as grantor, delivered unto
Frederick Willetts, III, as Trustee, a Deed of Trust which was duly recorded in the Office of the
Register of Deeds for New Hanover County, North Carolina on June 27, 2006 in Book 5043 at
Page 787 (the "Deed of Trust") to which reference whereby made, and
WHEREAS, Cooperative Bank was closed by the North Carolina Commissioner of
Banks and the Federal Deposit Insurance Corporation (the "FDIC") was appointed receiver of
Cooperative Bank on June 19, 2009, and

WHEREAS, the FDIC, as receiver for Cooperative Bank, has assigned Cooperative
Bank's rights and interests under the Deed of Trust and the indebtedness secured thereby to First
Bank pursuant to the terms of a Purchase and Assumption Agreement dated June 19, 2009
between the FDIC, as receiver for Cooperative Bank, and First Bank, as evidenced by that
certain Short Form Memorandum of Purchase and Assumption Agreement recorded in Book
5422 at Page 1021 in the New Hanover County Registry, and
WHEREAS, default having occurred in the payment of the indebtedness secured by said
Deed of Trust, and Grantor having been substituted as Trustee, as set forth in the Substitution of
Trustee recorded in Book 5440 at Page 2534, in the New Hanover County Public Registry, due
demand was made on the Grantor by the owner and holder of the indebtedness secured by said
Deed of Trust that he foreclose the said Deed of Trust and sell the property under the terms
thereof, and
WHEREAS, under and by virtue of the power and authority in him vested by said Deed
of Trust and according to the terms and the stipulations of the same, and having instituted a
special proceeding before the Clerk of Superior Court of New Hanover County with case number
"10 SP 0095", and after due advertisement as in said Deed of Trust provided and as by law
required, and due and timely notice having been given to the parties to said special proceeding,
and whereupon the Clerk of Superior Court of New Hanover County, North Carolina, by
Findings of Fact, Conclusions of Law and Order Allowing Foreclosure Sale filed April 5, 2010,
authorized Grantor to proceed under said Deed of Trust and sell the property as hereinbelow
described, and Grantor, at 11 00 a m on May 6, 2010, did expose the property described 1n said
Deed of Trust, and hereinafter described and conveyed, subject to prior liens, unpaid taxes,
restrictions, easements of records and assessments, for sale at public auction at the New Hanover
County Courthouse to Wilmington, North Carolina, when and where First Bank became the last
and highest bidder for the said property at the price of $3,380,000 00, and
WHEREAS, Grantor duly reported the property sale to the Clerk of Superior Court of
New Hanover County as by law required, and thereafter said sale remained open ten days and no
upset bid was placed thereon in the time allowed by law, and .
WHEREAS, First Bank has assigned its bid to Grantee by virtue of an Assignment of
Debt, Deed of Trust and Bid filed in the above referenced special proceeding action, and
WHEREAS, said purchase price has now been fully paid by credit bid,
NOW, THEREFORE, in consideration of the premises and the payment of said
purchase price by credit bid by Grantee, and pursuant to the authority vested in him by the terms
of the said Deed of Trust, Grantor does hereby bargain, sell, grant and convey unto Grantee and
its successors and assigns, all that certain lot, parcel or tract of land (including any improvements
thereon) lying and being in the County of New Hanover, State of North Carolina, and being more
particularly described on EXHIBIT "A" attached hereto and made a part hereof,
Pursuant to N C G S. Section 105-317 2, the Grantor states that the real property
conveyed herein does not include his primary residence,
2
\11537 474 1

TO HAVE AND TO HOLD the said land and other property, together with all
privileges and appurtenances as thereunto belonging unto the said Grantee, its successors and
assigns, forever, in as full and ample manner as Grantor, Substitute Trustee; is authorized and
empowered to convey the same
IN WITNESS WHEREOF, Grantor, Substitute Trustee of the aforesaid Deed of Trust,
has hereunto set his hand and affixed his seal the day and year first above. written,
(SEAL)
KentrR50Steihens II, Substitute Trustee
STATE OF NORTH CAROLINA
COUNTY OF 2NL6W03 'C _
I, A-n; w IAJ. 11 a Notary Public for the State and County aforesaid, do
hereby certify that H Kenneth Stephens Il, Substitute Trustee, either (i) being personally known
to me or (u) proven by satisfactory evidence (said evidence being — 1, nQLA-30 ),
personally appeared before me this day and acknowledged the voluntary due execution of the
foregoing instrument by hun/her for the purposes ' stated therein
WITNESS my hand and notarial seal, this 441 day of June, 2010
Notary Public
Print or Type Name- IQ—% --aD 1 �
My Commission Expires
<<
C
3
1115374741

EXHIBIT "A"
Legal Description
All of Tract "BC", as shown upon that map recorded in the New Hanover County
Registry in Map Book 33 at Page 227, said map being entitled "Boundary Survey for
Marvin H Congleton and wife, Carolyn"
NOTE A portion of the above tract, which portion is shown upon that map recorded
in said Registry in Map Book 32 at Page 358, has been used as a demolition landfill,
pursuant to a permit recorded in said Registry in Book 1605 at Page 1644
SAVING AND EXCEPTING THE FOLLOWING PORTION OF SAID
PROPERTY, WHICH HAS BEEN QUITCLAIMED OVER TO MARVIN H.
CONGLETON AND WIFE, CAROLYN R. CONGLETON.
A boundary line between two parcels of land known as Tract "A" as shown on the
map recorded in the New Hanover County Register of Deeds Office in Map Book 24
at Page 127 on the east and Tract "BC" as shown on the map recorded in the New
Hanover County Register of Deeds Office in Map Book 33 at Page 227 on the west,
said parcels located in Federal Point Township, New Hanover County, North
Carolina, said boundary line being more particularly described as follows
Beginning at a No. 5 rebar set on the northerly property line of Tract `BC" located
north 600 15' 50" west a distance of 25 30 feet from the northeast corner of said Tract
"BC", said rebar also being located north 52°02'45"west a distance of 1438 24 feet
from a concrete monument located at the centerline of Lieutenant Congleton Road
at its westerly terminus as shown on the map entitled "Big Cypress Farms - Section
1" and recorded in the New Hanover County Register of Deeds Office in Map Book
27 at Page 186,
Thence south 18°35'48" west from said point of beginning, through Tract "BC" and
along the center of a drainage ditch a distance of 1102 43 feet to a No 5 rebar,
Thence south 15°48'47" west continuing through Tract `BC" a distance of 794 88
feet to an iron rod found at the southeasterly comer of Tract `BC", said iron rod
being the terminal point of the boundary line
4 \11537474 1

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JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
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Filed For Registration: 061081201011 38 36 AM
Book: RE 5490 Page- 15634567
Document No: 2010015647,
5 P(aS $28 00
NC REAL ESTATE EXCISE TAX $6,760 00
. Recorder CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010015647*
2010015647

1`)
��i�648
rsmrrn
FOR RJENNIFERiHN MACNvSH OF DEEDS
NEW HANOYER COUNTY NC
2010 3U 08 11 38 36 AM
Bit 5490 PG 1568-1570 FEE $17 00
ON 1 X1001598
NOTICE OF FORECLOSURE OF A DEED OF TRUST
NEW HANOVER COUNTY, NORTH CAROLINA
N.C.G.S. § 45-38
DRAWN BY AND MAIL AFTER RECORDING TO:
McGuireWoods LLP
300 N. Third Street, Suite 400
P.O Box 599 (28402)
Wilmington, North Carolina 28401
Parcel Identifier No R07900-003-055-000
Short Legal Description- Tract BC of Congleton Property near Carolina Beach Road and State Road
1492, Map Book 33 at Page 227
THIS INSTRUMENT made this jk riday of June, 2010
Name of all parties to the original instrument
TR
GRANTOR I ADDRESS I BENEFICIARY
Cypress Grove Land, LLC Frederick Willetts, III, Original Cooperative Bank
Trustee (and H. Kenneth Stephens
Il, Substitute Trustee)
The designation Grantor, Trustee and Beneficiary as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by
context

The undersigned Substitute Trustee hereby files this Notice of Foreclosure on that debt or other
obligation secured by a Deed of Trust executed by Cypress Grove Land, LLC (the "Grantor"), in which
Frederick W>;lletts, III was the original Trustee and Cooperative Bank was the onginal Beneficiary dated
June 27, 2006 and recorded on June 27, 2006 in Book 5043 at Page 787 of the New Hanover County .
Public Registry (the "Deed of Trust") pursuant to the provisions of G.S § 45-38
Said Deed of Trust was foreclosed on May 6, 2010, and the land_ s conveyed thereby to First Troy
SPE, LLC by Substitute Trustee's Deed dated June, 2010
The Substitution of Trustee for the Deed of Trust was recorded in Book 5440 at Page 2534 of the
New Hanover County Registry
IN WITNESS WHEREOF the Substitute Trustee has set his hand the day and year first above
written
kelineX Stephens II, StIfstitute Trustee
STATE OF NORTH CAROLINA
. L" ZNSWZ C V COUNTY
I, gym, iy W . �6j lZS , a Notary Public for the State and County aforesaid; do
hereby certify that H. ]Kenneth Stephens II, Substitute Trustee, either (i) being personally known to me
or (n) proven by satisfactory evidence (said evidence being KIn 0 wry ), personally
appeared before me this day and acknowledged the voluntary due execution of the foregoing
instrument by lum/her for the purposes stated therein
WITNESS my hand and notarial seal, this _ 441 day of June, 2010
Notary Public
Print or Type Name- ; u Lu , 1 Lim
My Commission Expires
2
/11537652 I

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MAW" I III it dFNA
JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
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Filed For Registration 06/08/2010 11:38:36 AM
Book. RE 5490 Page: 1566-1570
Document No.: 2010015648
3 PGS $17.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010015648*
2010015648

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colcen H. Sullins, P.E. Director
Division of Water Quality
June 10, 2008
CERTIFIED MAIL #7007 0220 0000 8216 7916
RETURN RECEIPT REQUESTED
Mr. Steve Shuttleworth
Cypress Grove Land, LLC
7741 Market Street, Unit H
Wilmington, NC 28411
Subject: Request for State Stormwater Management Permit Application
Tarin Woods
Stormwater Project No. SW8 061005
New Hanover County
Dear Mr. Shuttleworth:
On April 23 2008, the Wilmington Regional Office received a copy of a Notice of Violation of Land Disturbing
Activity from New Hanover County for the subject project. The North Carolina Administrative Code requires any
project that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to
apply for and receive a Stormwater Management Permit by the Division of Water Quality. Any construction on
the subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and may
result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, $505
fee, and supporting documentation, or a written response regarding the status of this project and the expected
submittal date must be received in this Office no later than July 10, 2008. Failure to respond to this request may
result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. If you have any questions,
please call me at [phone], or email me at rhonda.hall [e-mail].
Sincerely,
Postal
CERTIFIED MAIL, RECEIPT
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(Domestic Mail Only,,
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Postage $�
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dvatirallry
Mension Wilmington, NC 28405 Phone [phone] Customer Service
tergualitv.org Fax [phone]

NEW HANOVER COUNTY
Engineering Department/Water and Sewer District
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
TELEPHONE [phone]
Fax [phone]
April 10, 2008
5�
Cypress Grove Land, LLC
7741 Market Street, Unit H
Wilmington, North Carolina 28411
Attention: Mr. Steve Shuttleworth
mpb
RE: Notice of Violation of Land Disturbing Activit
Beth E. Wetherill, C.P.E.S.C.
Soil Erosion Specialist
�cEIVED
APR 2 8 2008
BY:
CERTIFIED
Grading Permit GP Number: 91-06, Tarin Woods
Location/Description of Violations): Land disturbing activity has taken place on
the Tarin Woods project within a wetland jurisdictional stream crossing without
Federal or State permits or approvals and without installation of any erosion
control devices. A substantial amount of sediment was deposited in the stream bed
below the crossing.
Dear Mr. Shuttleworth:
This letter constitutes Notice of Violation of Section 23-248(e), Section 23-2486),
Section 23-251(a) (1) and Section 23-251(a) (2) of the New Hanover County's Soil Erosion
and Sedimentation Control Ordinance.
Section 23-248 Erosion and Sedimentation Control Plans states:
(e) The county will review each complete plan submitted to them and within 30
days of receipt. The person submitting the plan will be notified that it has been
approved, approved with modifications, approved with performance reservations,
or disapproved. The county shall condition approval of an erosion control plan
upon the applicant's compliance with Federal and State Water Ouality laws
regulations, and rules. The county shall also disapprove an erosion control plan
if implementation of the plan would result in a violation of rules adopted by the
Environmental Management Commission to protect riparian buffers along
surface waters. The county may also disapprove an erosion control plan if it
violates any other New Hanover County Ordinance or if it does not have the City
of Wilmington or New Hanover County tree approval. Failure to approve,
approve with modifications, or disapprove a complete erosion and sedimentation
control plan within 30 days of receipt shall be deemed approval. Disapproval of
an erosion control plan or a revised erosion control plan must specifically state in
writing the reasons for disapproval. The county must approve, approve with
modifications, or disapprove a revised plan within 15 days of receipt, or it is
deemed to be approved. If following commencement of a land disturbing activity
pursuant to an approved plan, the county determines that the plan is inadequate

to meet the requirements of this Ordinance, the county may require any revision
that is necessary to comply with this Ordinance. Failure to approve, approve
with modifications, or disapprove a revised erosion control plan within 15 days of
receipt will be deemed approval of the plan. The county may establish an
expiration date for erosion control plans approved under this Ordinance.
Section 23-248 Erosion and Sedimentation Control Plans states:
0) Any person engaged in land disturbing activity who fails to file a plan in
accordance with the Ordinance or who conducts a land disturbing activity except
in accordance with provisions of an approved plan and/or the permit conditions
shall be deemed in violation of this article.
Section 23-251(a) (1) Civil Penalties states:
(a)(1) Civil Penalties Any person who violates any of the provisions of this article,
or rules or orders adopted or issued pursuant to this article, or order adopted or
issued pursuant to this article by the commission, or who initiates or continues a
land disturbing activity for which an erosion control plan is required except in
accordance with the terms, conditions, and provisions of an approved plan, shall
be subject to a civil penalty. The maximum civil penalty for a violation is
$5,000.00 per calendar day. A civil penalty may be assessed from the date of
violation. Each day of a continuing violation shall constitute a separate violation.
The person alleged to be in violation will be notified of the violation by registered
or certified mail, return receipt requested, or other means reasonably calculated to
give actual notice. The notice shall describe the violation with reasonable
particularity, specify a reasonable time period within which the violation must be
corrected, and warn that failure to correct the violation within the time period will
result in the assessment of a civil penalty or other enforcement action. If, after
the allotted time period has expired, the violator has not completed corrective
action, a civil penalty may be assessed from the date of the notice of violation.
However, no time period for compliance need be given for failure to submit an
erosion control plan for approval or for obstructing, hampering or interfering with
an authorized representative while in the process of carrying out his official
duties.
Section 23-251 Penalties states:
(a)(2) Civil Penalties. The County Manager or his designee, shall determine the
amount of the civil penalty to be assessed under this subsection and shall notify
the person who is assessed the civil penalty of the amount of the penalty and the
reason for assessing the penalty. In determining the amount of the penalty the
County Manager or his designee shall consider the degree and extent of harm
caused by the violation and the cost of rectifying the damage, the amount of
money the violator saved by noncompliance, whether the violation was committed
willfully, and the prior record of the violator in complying or failing to comply with
this article and shall direct the violator to either pay the assessment or contest the
assessment within 30 days after the receipt of the notice of assessment, by written
demand for a hearing before the Board of County Commissioners. Notice of the
assessment shall be by registered or certified mail or other means reasonably
calculated to give actual notice.

Corrective measure(s) needed: Immediately remove the sediment accumulated in the
stream by hand or as directed by the US Army Corps of Engineering axed/or NCDENR
Water Quality. Rebuild the slopes and reinstall the silt fence on both sides of the stream,
and stabilize the disturbed area with jute lining.
A civil penalty in the amount of $5,000 has automatically been assessed for this
violation. If the deadlines for corrective measures are not met, an additional daily $5,000
civil penalty will be assessed. Once the plans have been approved and the Land
Disturbing Permit has been issued, you will have the opportunity to appeal this
assessment. You can contact Dave Weaver, Assistant County Manager with New Hanover
County at [phone] to request an appeal of this Notice of Violation.
You can contact Beth Easley Wetherill, Erosion Control Specialist, Engineering
Department, 230 Government Center Drive, Suite 160, Wilmington, North Carolina
28403, [phone], regarding the required compliance action.
Sincerely,
Beth Easley Wetherill
Soil Erosion Specialist
New Hanover County
cc: Dave Weaver, Assistant County Manager
Dennis Ihnat, Interim NHC County Engineer
Jim Iannucci, P.E., NHC Chief Project Engineer
Kemp Burpeau, NHC Deputy County Attorney
Ed Beck, NCDENR Water Quality
Mark Boyer, NHC Public Information
Chad Coburn, NCDENR Water Quality
Jennifer Frye, US Corps of Engineers
Howard Resnik PE, Coastal Site Design
BEW/aj