SW8160216_Historical File_20160310

MEMORY TRANSMISSION REPORT
TIME :03-10-2016 15:46
FAX NO.]
NAME
FILE NO.
757
DATE
03.10 15:44
TO
97916760
DOCUMENT PAGES
10
START TIME
03.10 15:44
END TIME
03.10 15:46
PAGES SENT
10
STATUS
: OK
***SUCCESSFUL TX NOTICE***
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State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
PatMcCrory, Governor FAX COVER SHEET Do=MA van der Vaart, Secretary
Date: /�0//� No. Pages (excl. cover):
To: C-- ���,5 /��l -5 From: 7o Casmer
Co: �/"/�U�� �� �` u Phone: [phone]
Fax: "[o f� d Fax: (91, 350-2004
127 Cardinal Otivc Exteagon, Wibnington, NC 28405 * [phone] 9 An Eq* Oppoihudy Affirmative Action EmPloyer

PARAMOUNTE
E N G 1 N E E F? 1 N CC, 1 N G_
5 9 1 1 OLEANDER DRIVE, SUITE 2 0 1
W 1. M I N G T ^v N, N C 2 0 4 0 3
9 1 0- 7 9 1- 6`7 0 7 ( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L F T T F. R n F T R A N C M T T 'T' A T-
To:
NCDENR
Date
03/08/16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Cameron Trace
Response Submittal
Ann:
Christine Hall
Pro'ectNo. I
15255YE
e are se n
® Originals
❑ Prints
❑ Shop Drawings
❑ Calculations
he following items:
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
Quantity Date Dwg. No. Description
1 Comment Response Letter
1 Supporting Documents and Calculations
asue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
JAction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected See Remarks ❑ Approved as Submitted ❑ Other
marks:
Chris Millis, N.E.

ARAMQUNT
E N G 1 N E E R. 1 N G, 1 N C.
March 8, 2016
NCDENR
Attn: Christine Hall c �����
127 Cardinal Drive Extension G
Wilmington, NC 28405
MAR 0 � 2016
Subject: Request for Additional Information BY:
Stormwater Project NO. SW8 160216
Cameron Trace, New Hanover County
Dear Ms. Hall,
On behalf Crosswind Development, Inc., we are submitting a response to your request for additional
information letter dated March 7, 2016. Please find your requests listed below with our response
provided in bold.
15 A NCAC 02H. 1 003(h)(3): According to the New Hanover County GIS Map and Tax
records, it appears that the property associated with this project is owned by Dewitt Three,
LLC. Please note that the permit can only be issued to the developer or owner. Please
confirm the current owner of the property and the intended permittee.
Since the parent survey is broken up in many "Tracts" I can understand the confusion
when looking at NHC GIS / sales. Please note that the ownership you reference in
your comment of "Dewitt Three" is in regard to "Tract 5" (see attached Map Book 61,
Page 95) which has nothing to do with the project we are permitting and should be
treated as an adjoining property. Note that the deed in our submittal package covers
the proposed development (Tracts 2 and 3 according to the attached Map referenced
in the deed) and that all forms are executed according to the current owner.
2. 15 A NCAC 02H.1003(g)(7): Plan sheet C-3.0 includes a note that curb underdrains will be
installed in the vicinity of the stormwater catch basins. Please provide an explanation of the
purpose for these underdrains, a detailed of the proposed underdrains, and confirmation that
they will not impact the stormwater system.
Please note that the purpose of the curb underdrains is to maintain the integrity of the
proposed roadway as required by the Geotechnical Engineer of record. These
underdrains are located periodically at roadway low points to properly convey
groundwater way from the asphalt pavement section as a preventative measure to
combat against any restricting soil layers preventing infiltration into the subsoil. The
geotechnical measures address the ability of precipitation to properly infiltrate into
the soil through existing confining soil layers. The underdrains are a common
construction measure that serves to extend the longevity of the proposed roadway
and has no impact on the treatment ability of the proposed Stormwater BMPs. In fact
it can be argued that allowing stormwater runoff to properly infiltrate the subsoil, into
an underdrain, which is then conveyed to the BMP is'a positive measure in place of
5 9 1 1 O L E A N D E R D R I V E, B T E. 20 1, W I L M I N G T O N, N C 2 B 4 0 3
F H: (9 1 O) 7 9 1 - 6 7 0 7 F A X: (9 1 O) 7 9 1 - 6 7 6 0

stormwater hitting a confining soil layer until ground saturation is achieved and
leading to more surface runoff.
3. 15 A NCAC 02H.1003(c)(3): The storage volume must be discharged at a rate equal to or
less than the pre -development discharge rate for the 1-year, 24-hour storm. Please list the
pre -development discharge rate for the 1-year, 24-hour storm on the wet detention basin
supplements under the Drawdown Calculations sections and provide any necessary
supporting calculations.
• Please find the required 1-year, 24 hour storm information provide on the revised
supplement forms and all necessary supporting calculations.
4. Recommendations:
a. Please confirm the coordinates provided in Section 1.4 of the application and
in the narrative. The provided coordinates locate this site in the Atlantic
Ocean. Accurate coordinates help to improve the permit mapping tools
available on the DEMLR website.
• Please find updated on the application and narrative (attached)
b. In the future, please use the latest forms available on the DEMLR website.
The submitted application is from 2009. This form was updated in 2013 and
is available with the other application documents on the following website:
http://deg. nc.gov/about/d ivisions/energy-mineral-land-resources/energy-
minera I -la nd-permits/stormwater-pros ram
• Please note that we download the latest forms at the commencement of requesting an
express date and had our client sign the forms, unfortunately some forms may have
changed since that time and we will be sure to update for future submittals.
5. Due to the minor nature of these comments, the express additional information review fee
has been waived.
• Noted
6. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
• Noted
Thank you for your attention to this matter, and please feel free to call with any questions at
910.791.6707.
Sincerel
is Mi is, PE
Paramounte Engineering, Inc.
5 9 1 1 D L E A N D E R D R I V E, 5 T E. 20 1, W I L M I N G T O N, NC 2 8 4 D 3
P H: (9 1 D ) 7 9 1 - 6 7 0 7 F A X: (9 1 D ) 7 9 1 - 6 7 6 D

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Book 5938 Page 1395
ECCI V
MAR 0 8 2016
BY.
BK: RB 5=
PG: 1395 -1397
NC FEE M.OD
2015038385
RECORDELt
12H&M5
NEW HANOVER COUNTY NC REAL WrATE
02:12:52 PrA
TALVAYTWUSCH BEASLEY E Tx$3w0A0
RE6lSI92ofDEEDS
BY`.CAROLhUGHLEY
DEPUTY ELECTRONCALLY RECORDED
THE ATTORNEY PREPARING T1119DMIJbIENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO TB$ PROPERTY HMIN DRSCRIBED, UNLESS THE SANE
IS SHOWN BY HIS VAUTTEN AND SIGNED CERTMCATIL
Mail after recording to:
Crosswind Developmenk hm
2550 Capirtal Drive, Sta.105
Creedmoor, NC 27522
Tbis instrument was prepared by:
F. Darryl M ls, PLC
P. 0. Box 216
Wrightsville Beacb, NC 2M
Brief description for the Inde= Tracts 2 and 3 lteoombination of Coswald, LLC and
Coastal CaroXi na Developers, Inc. @0 61., Page 9S)
Parcel -No: Out of -P.02700-001-004-012 & M700-001-004-014
Revenue: $ 3000.00
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVIM
TIUS DEED made this 17 th day of Dumber, 2015 by and between COSWALD, LLC, a
North Carolina Limited Liability Compsny, ION E. Wendover Avenue, Greensboro, NC
27405 and COASTAL CAROLINA DEVELIIPFRS, WC., a North Carolina Corporation,
1030 R Wendover Avenue, Greensboro, NC 274K hereafter GRANTOR, and
CROSSWIND DEVELOPM M, INC., 2WO Capitol Drive, Ste. 105, Creedmoor, NC
27522, hereafter GRANTEE. The desigmation. Gramtor and Grantee as used herein shall include
said parties, their heirs, successor.% and a&4gas, and shall ride singular, phn-al, masculine,
feminine or neuter sa required by omoxt.
That tree Grantor, for a valuable consid� paid by the Grantee, the receipt of which is hereby
acicnowledg4 has and by these prewn#s does get, bargain, sell and convey unto the Gmtee in
fee simple, all that certain lot or parcel of land situated in New Hannover County, North Carolina
and more particularly desen'bed as Mows:
Sabuei d dlectronladly by Nathan M Gar -ran taw in eomplianee with North Carolina statates awernin¢
recordable documents and the terms of the submitter agreement with the New Hitmover ftbter of Deeds,

Book 5938 Page 1396
BEING all of Tract 2 (consisting of 1.4.4 acres) and Tray± 3 (consisting of 34
acres, more or less) as shown on a plat entitled "Map of Recombination of
COSWALD, L.L.C. & COASTAL CAROLINA DEVELOPERS, INC-- duly
recorded in Map Book 61, Page 95, Now Hanover County Registry, reference to
which is hereby made for a more particular description of same.
The property hereinabove described was acquired by Grantor by instrument recorded in the New
Hanover County Registry. The preparer of this instrument has been informed that property
described above does not include the primary residence of the grantor, but no independent
verification has been made and none is represented herein
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 is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except:
1. All restrictive covenants of record;
2. Ad valorem taxes for the year 2015 and thereafi er;
3. All zoning, land use and planning rules, regulations, ordinances and statutes.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has
caused this instrument to be signed in its corporate name by its duly authorized officers and its
seal to be hereunto affixed by authority of its Board. of Directors, the day and year first above
written_
COSWALD; LLC
Walter T. Wilson, Sr., Member/Manager

Book 5938 Page 1397
STATE OF NORTH CAROLINA
COUNTY OF Granvilla
I, Nathan M. Garren , a Notary Public of the County of
Granville and State aforesaid, do hereby certify that WALTER
T. WIT SON, SR., personally appeared before me this day and admowledged the foregoing
instrument as a Mernber/Manager of COSWALD, LLC, A WORTH CAROLINA LB&TED
LIABILITY COMPANY.
WITNESS my hand and official stamp or seal, this the 17th day of December, 2015,
My Commission Expires: 10/08/17
(Notary Seal)
NATHAN M. GARREN
Notary Public
North Carolina
Granville County
STATE OF NORTH CAROLINA
COUNTY OF Granville
Notary Public
COAST C LINA Q ItS, INC.
Walter T. Wilson, Sr., President
I, Nathan M. Garren , a Notary Public of the County of Granville
and State aforesaid, do hereby certify that WALTER T. WILSON, SR., personally appeared
before me this day and acknowledged the foregoing instrument as President of COASTAL
CAROLINA DEVELOPERS, INC., A NORTH CAROLINA CORPORATION.
WITNESS my hand and official stamp or seal, this the 17 th day of December, 2015.
Notary Public
My Commission Expires: 10 /08117
NA RAN 0. 6A REN
Notary Public
North Carolina
Granville County

TAMMY THEEUSCH G°v�I Y�"o
BEASLEY New Hanover County o� '
n
Register of Deeds = o
imegister of Deeds
216 NORTH SECOND STREET • WILMINGTION, NORTH CAROLINA 28401 y
Telephone [phone] • Fax [phone]�.ausntn.
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State of North Carolina, County of NEW HANOVER
Filed For Registration: 12/04/2015 12:47;49 PM
Book: PLAT 61 Page: 95-96
2 PGS $21.00
Real Property $21.00
Recorder: CAROL HUGHLEY
Document No: 2015036909
wwwwwwwww**,rwwwwwww*wwwwrwwwwwwwwwwwwwwwwwwwwwwwww+rww*www*,twwwwww**#w**www*rt*www**wwwwwww,►*wwwwwwwwwwwwwwwww
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording. ll iiII II
BK:PLAT61 ��IIIII �I�I�II���II�IlI��I��l��ll
C6
RECORDED: 2015036909
NC FEE $21
12-04-2015 NEW HANOVER COUNTY, NC
12:47:49 PM TAMMY THEUSCH BEASLEY
BY: CAROL HUGHLEY REGISTER OF DEEDS
DEPUTY

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Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
March 7, 2016
Mr. William H. Wynn, President
Crosswind Development, Inc.
1696 Hayes Road
Creedmoor, NC 27522
Subject: Request for Additional Information
Stormwater Project No. SW8160216
Cameron Trace
New Hanover County
Dear Mr. Wynn:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for Cameron Trace on February 25, 2016. A preliminary in-depth review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
o\L V,1. 15A NCAC 02H. 1003 (h)(3): According to the New Hanover County GIS Map and Tax records,
it appears that the property associated with this project is owned by Dewitt Three, LLC. Please
note that the permit can only be issued to the developer or owner. Please confirm the current
owner of the property and the intended permittee.
2. 15A NCAC 02H.1003(g)(7): Plan sheet C-3.0 includes a note that curb underdrains will be
installed in the vicinity of the stormwater catch basins. Please provide an explanation of the
purpose for these underdrains, a detail of the proposed underdrains, and confirmation that they
will not impact the stormwater system.
1,/3. 15A NCAC 02H.1005(c)(3): The storage volume must be discharged at a rate equal to or less
than the pre -development discharge rate for the 1-year, 24-hour storm. Please list the pre -
development discharge rate for the 1-year, 24-hour storm on the wet detention basin supplements
under the Drawdown Calculations sections and provide any necessary supporting calculations.
4. Re co mendations:
a Please confirm the coordinates provided in Section I.4 of the application and in the
narrative. The provided coordinates locate this site in the Atlantic Ocean. Accurate
coordinates help to improve the permit mapping tools available on the DEMLR website.
rfo r b. In the future, please use the latest forms available on the DEMLR website. The
submitted application is from 2009. This form was updated in 2013 and is available with
the other application documents on the following website:
hqp://deg.nc. goy/about/divisi ons/energy-mineral-land-resources/energy-mineral-land-
ep nnits/stormwater-program
5. Due to the minor nature of these comments, the express additional information review fee has
been waived.
6. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all numbers
are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to March 14, 2016, or the application will be
returned as incompiete. if the project is returned an you wish to re -submit to the Express Program, you
will need to reschedule the project through the Express Coordinator for the next available review date and
will need to resubmit all of the required items at that time, including the application fee.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Fxtensinn I Wilmington, NC 2.9405
910 796 7215 T 1 910 350 2004 F I httn://nortal.nedenr.ore/web/Ir/

State Stormwater Permit No. SW8 160216
Page 2 of 2
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter please feel free
to call me at [phone] or email me at [e-mail].
Sincerely,
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits & Projects\2016\160216 HD\2016 03 addinfo 160216
cc: Chris Millis, Paramounte Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I httn://nortal.nrdenr.ore/web/Ir/

Hall, Christine
From: Hall, Christine
Sent: Monday, March 07, 2016 11:39 AM
To: 'Chris Millis'; '[e-mail]'
Cc: Weaver, Cameron
Subject: Cameron Trace - request for additional info
Attachments: 2016 03 addinfo 160216.pdf
Gentlemen,
Attached is a pdf of the request for additional information regarding the stormwater application for Cameron Trace,
SW8160216. Please let me know if you have any questions and/or wish to obtain a hard copy of this letter in the mail.
Thank you,
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Entail correspondence. to snd from This address is subject to the
North Carolina Rub!ic Records Law and may be disclosed to ti.ird par'ies.

.PAR A M o
N
E N CC 1 N E E Ft 1 N G, 1 N C.
5 9 1 1 OLEANDER DRIVE, SUITE 2 0 1
W ! LMIN G T ON, N- 28 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 60 ( F)
L E T T E R O F T R A N C M T T T A T_
To:
NCDENR
Date
02/25/16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: I
Cameron Trace
Attn:
Express Stormwater Program
Project No.
I 15255.PE
e are s ® Originals
he following items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
Quantity
Date
Dwg. No.
Description
2
24"x 36" Design Documents
2
Form SWU-101 (1 original, 1 copy)
1
Form SW-401 (Wet Detention Basin Supplement(s))
1
Operation & Maintenance Agreement(s)
1
Check for application fee
1
Stormwater Narrative & Calculations
ssue Status • ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
'on Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected See Remarks ❑ Approved as Submitted ❑ Other
emarks:

PARAMOUNTE
E N G 1 N E E FZ 1 N G, 1 N C_
5 9 1 1 OLEANDER D R I V E, SUITE 2 0 1
W I L M I N G T 0 N, N C 2 9 4 0 3
9 1 0- 7 9 1- 6 7 0 7( 0) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L R T T R R n R T R A N¢ X4 T T T A T
To:
NCDENR
Date
02/25/16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Cameron Trace
Attn:
Christine Hall
Pro'ect No.
I 15255.PE
e are se ndi
® Originals
❑ Prints
❑ Shop Drawings
❑ Calculations
he following iterns:1
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
Quantity Date Dwg. No. Description
1 Deed Restrictions
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remazks:
RECHIN1721)
FEB 2 5 2016

Hall, Christine
From: Chris Millis <[e-mail]>
Sent: Thursday, February 25, 201611:55 AM
To: Hall, Christine
Cc: Weaver, Cameron; Tim Clinkscales; [e-mail]
Subject: Cameron Trace - Add Items
Attachments: Supplement Wet Basin_Rev9_Locked-2.xis; MB 61, PG 95.pdf; revised tearsheet with
survey.pdf; greenview ranches west signed survey.pdf, Stormwater Narrative Revised
Page i.pdf
Ms. Hall, thank you for your time today in our Express Stormwater meeting.
Please find attached to this email:
1.) The most recently recorded Plat that illustrates the existing drainage easement that our Stormwater BMPs are
out falling to...
2.) An updated Supplement form for Wet Pond #2...
3.) SHWT dialogue included in a revised Narrative...
4.) Wetland information / permit approvals...
We will provide the original signature for the for the Deed restrictions shortly.
Thank you again and have a great day.
CHRIS MILLIS, PE
PA R A ! E
0 " I., s
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
FAX: [phone]
www.naramounte-eng.com

L
Book 61 Page 96
TAMMY THEUSCH
GO�NI Y^'O
BEASLEY New Hanover County
Register of Deeds p
Register of Deeds
216 NORTH SECOND STREET - WILMINGTION, NORTH CAROLINA 28401
Telephone [phone] - Fax [phone]
x-0
jFC1E1VFt
FEB 2 5 20
State of North Carolina, County of NEW HANOVER
Filed For Registration: 12/04/2015 12:47:49 PM
Book: PLAT 61 Page: 95-96
2 PGS $21.00
Real Property $21.00
Recorder: CAROL HUGHLEY
Document No: 2015036909
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.
BK: PLAT 61
PnE ar.-96
RECORDED:
2016036909 NC FEE
12-04-2015
NEW HANOVER COUNTY, NC
12:47:49 PM
TAMMY THEUSCH BEASLEY
BY: CAROL HUGHLEY REGISTER OF DEEDS
DEPUTY

CAMERON TRACE
NEW HANOVER COUNTY, NC
STORMWATER DESIGN NARRATIVE
Prepared for:
Crosswind Development, Inc.
1696 Hayes Road
' Creedmoor, NC 27522
Prepared by:
RECEIVE
FEB 2 5 2016
BY:
W/ Wf At t6 1pCt}
s eceW-t_� 'rna,6,� $;gIb
PAaA1\4C)U1***TTE
E " 0 1 N E E R 1 N G. 1 N G,
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
NC License #: C-2846
Project #15255.PE
January 2016
r1 • 4 L. .._-
y�}

CAMERON TRACE
NEW HANOVER COUNTY, NORTH CAROLINA
Project 415255.PE
Design Narrative
Soils Map
USGS Map
Calculations
Misc.
Table of Contents
Page 1

CAMERON TRACE
NEW HANOVER COUNTY, NORTH CAROLINA
Project #15255.PE
DESIGN NARRATIVE
Crosswind Development, Inc. proposes to construct a residential neighborhood off of Flushing Drive,
approximately 0.50 miles northwest of the intersection of Flushing Drive and Retriever Lane. As a result,
please find this design narrative, plans, and supporting calculations. The property is directly north of
address 1609 Flushing Drive, Wilmington, NC with a latitude and longitude of 34°18'08"N, 77150'14"W
(Deed Book 5938, Page 1395-1397). The property drains to an unnamed tributary to Smith Creek (C, Sw;
18-74-63). According to the NRCS Soil Survey of New Hanover County the soil across the site consists
mainly of Murville (Mu), with very minor traces of Seagate (Se) and the ground cover consists of fair
woodlands.
All stormwater runoff will be directed by way of a storm sewer system to an adequately designed
stormwater BMP. The stormwater BMP(s) on the site will include two wet detention ponds. The BMP(s)
have been designed to meet the State's stormwater quality requirements, as well as, New Hanover
County quantity (pre/post) demands. Please find all supported calculations within the following pages
of the report.
The seasonal high water table for the project was determined using good engineering judgement in
coordination with the parameters described on pages 10-9 and 10-10 of the BMP manual. The elevation
for the permanent pool and seasonal high water table was determined in -part by examining the depth
and water -level of the existing ditch along the southern property line (nearest natural outfall to
permanent pool). The issue of draining the wetlands is not a concern because we are not discharging to
standing water at our outfall (we are not lower than the existing drainage outfall); therefore, the pond
will function adequately to release the treatment volume in the 2-5 day requirement as stated in the
statue law. In addition, since the depth of the nearest existing ditch outfall is lower than the proposed
permanent pool, an elevated pool elevation from what has been proposed will not occur. Please note that
in terms of the life of the vegetative shelf in times of drought, the developer will provide necessary
irrigation to maintain the water surface elevation for ascetic and environmental purposes.
Pagel
BY:

SOILS MAP

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77" 494W W

USGS MAP

v
SUM U.B. DEPARTMENTOFTHED22ER2OR
U.9.GEOLOWCAL9URVEY
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9COTT8 HH.L, NC
mO

CALCULATIONS

Pond 7 - Cameron Trace
NC DENR Retention Requirements
Objective: design a wet detention basin wW) the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and Included here), a forebay that
is approximately 20% of the total pond volume. a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area ; equired for 90% TSS removal
Post -Development Conditions
Total Drainage Area 22.78 ACRE Value from CAD
Impervious Drainage Area 10.42 ACRE Value from CAD
Impervious Cover
45.7% Impervious Covem(Impervious Drainage
AreaY(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
37.0
FT
Value selected by designer
Depth of Permanent Pool
7.0
FT
Value selected by designer
Avg. Depth of Pond
5.5
FT
See Avg. Depth Calculation
Elevation of Wet Detention Pond Bottom
30.0
FT
(Bottom Elevatlon)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
380
FT
Value from CAD
Approximate Pond Width
260
FT
Value from CAD
Len h:Width Ratio
1:1.5
Ratio= Len rdth :1
Required SAIDA Ratio for 90% TSS Removal Value from chart. Reference: "90% TSS Removal
Required Permanent Pool Surface Area 28,201 SF Required Surface Area=(Required SAMA
Ratio) *(Total Drainage Area)
Provided Permanent Pool Surface Area 100,017 SF Interpolated value from stage -storage calculations
Step 2: Determine the 1.54nch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv
0.462
WIN
Rv=0.05+0.009"(% Impervious)
Required 1.5" Runoff Volume (Volume of
57,265
CIF
1.5" Runoff Volume=1.5 lnch•Rv"1 foot/12
Temporary Pool)
inch•(Total Drainage Area)
Volume Below Permanent Pool
477,404
CIF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
534,669
CIF
Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.5" Runoff Volume)
Storage Elevation at Required Volume
37.56
FT
Value Is Interpolation based upon stage -storage
values. See stage -storage calculations
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided.
Total Pond Volume
477,404
CF
Value from stage -storage calculations
Required Total Forebav Volume
95A81
CIF
Forebav Volume=(Total Pond Volume)"18%
Provided Forebay Volume:Total Pond Volume 19% (Provided Forebay Volume)/(Total Pond
Volume)`100•i6
Step 4: Verify that time required to diawdown the 1.5-inch runoff volume Is within 2 to 5 days.
Diameter of Proposed Low -flow Orifice
IN
Value chosen by designer
Elevation of Outlet Structure
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.60
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orillce)=((Storage
Average Elevation Head Above Orifice
0.20
FT
Elevation at Required Volume)+(Elevation o1
Permanent Pool Surface))/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
0, Flowrate Through Low -flow Orifice
0.19
CFS
Q=Cd'(Pi) ((Diameter of Orifice)'(! W12
In)]A214" "32.2' Ave a Head Ai/2
Drawdown Time for 1.54nch Runoff
3.67
DAYS
(Drawdown Time)=(1.5"RunoffVolume)/Q'(1

Pond 1 - Cameron Trace
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
100,017
0
0 Permanent Pool
38.0
103,676
101,847
101,847
39.0
107,393
105,535
207,381
40.0
111,167
109,280
316,661
41.0
114,995
113,081
429,742
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
30.0
61,233
-
- -Sediment Storage
31.0
65,459
0
0 -Bottom Elev.
32.0
69,800
67,630
67,630
33.0
74,254
72,027
139,657
34.0
78,820
76,537
216,194
35.0
83,500
81,160
297,354
36.0
88,292
85,896
383,250
37.0
100,017
94,155
477,404 -Permanent Pool
38.0
103,676
101,847
579,251
39.0
107,393
105,535
684,785
40.0
111,167
109,280
794,065
41.0
114,995
113,081
907,146
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
30.0
10,006
-
- -Sediment Storage
31.0
11,199
0
0 Bottom Elev.
32.0
12,450
11,825
11,825
33.0
13,757
13,104
24,928
34.0
15,120
14,439
39,367
35.0
16,540
15,830
55,197
36.0
18,016
17,278
72,475
37.0
20,418
19,217
91,692 -Forebay Volume

Pond 2 - Cameron Trace
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent waterpcot depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
Is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rain,'all runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area ACRE Value from CAD
Impervious Drainage Area 4.96 ACRE Value from CAD
Impervious Cover
44.6% Impervious Covem(Impervious Drainage
Areay(Total Drainage Area)•f 00%
Elevation of Permanent Pool Surface
FT
Value selected by designer
Depth of Pennanent Pool
FT
Value selected by designer
Avg. Depth of Pond
5.0 FT
See Avg. Depth Calculation
Elevation of Wet Detention Pond Bottom
31.0 FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
FT
Value titan CAD
Approximate Pond Width
FT
Value from CAD
Len h:Width Ratio
3:1
Ratro= Len fh mdth :1
Required SAIDA Ratio for 90% TSS Removal Value from chart Reference: "90% TSS Removal
Required Permanent Pool Surface Area 16,108 SF Required Surface Area=(Required SA/DARatio)"(Total Drainage Area)
Provided Permanent Pool Surface Area 28,614 SF Interpolated value from stage storage calculations
Step 2: Determine the 1.5 inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv
0.452
INAN
Rv=0.05+0.009•(% Impervious)
Required 1.5" Runoff Volume (Volume of
27,331
CF
1.5" Runoff Volume=1.5 1nch'RV'1 foot/12
Temporary Pool)
inch *(Total Drainage Area)
Volume Below Permanent Pool
111,142
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
138,473
CF
Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.5" Runoff Volume
Elevation at Required Volume
38.82
FT
Value is Interpolation based upon stage-storageStorage
values. See stage -storage calculations
Step 3: Calculate the required threbay volume (18-22% of total pond volume) and compare to the forebay volume provided.
Total Pond Volume
111,142
CF
Value from stage -storage calculations
Required Total Forebay Volume
22,228
CF
Forebay Volume= Total Pond Volume •18%
Provided Total Forebay Volume
23,776
CF
Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume
21%
(Provided Forebay Volume)/(Total Pond
Volume)•f00%
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low -flow Orifice
IN
Value chosen by designer
Elevation of Outlet Structure
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.95
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above OAice)=((Storage
Average Elevation Head Above Orifice
0.32
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)p3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.13
CFS
Q=Cd'(P✓J ((Diammeter of Onfice)•(1 ft/12
in)jft2/4• •32.2• Ave a Head l/2
Drawdown Time for 1.5-inch Runoff
2.45
DAYS
(Drewdown Time)=(1.5"Runoff VolumeyQ•(1

Pond 2 - Cameron Trace
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
38.0
28,614
0
0 -Permanent Pool
39.0
30,986
29,800
29,800
40.0
33,414
32,200
62,000
41.0
35,898
34,656
96,656
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
31.0
11,087
-
- Sediment Storage
32.0
12,750
0
0 -Bottom Elev.
33.0
14,464
13;607
13,607
34.0
16,227
15,346
28,953
35.0
18,042
17,135
46,087
36.0
19,906
18,974
65,061
37.0
21,821
20,864
85,925
38.0
28,614
25,218
111,142 -Permanent Pool
39.0
30,986
29,800
140,942
40.0
33,414
32,200
173,142
41.0
35,898
34,656
207,798
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
31.0
2,157
-
- Sediment Storage
32.0
2,547
0
0 --Bottom Elev.
33.0
2,962
2,755
2,755
34.0
3,402
3,182
5,937
35.0
3,868
3,635
9,572
36.0
4,358
4,113
13,685
37.0
4,874
4,616
18,301
38.0
6,076
5,475
23,776 --Forebay Volume

Project Name: Cameron Trace T
Client: Ksade-DARAMOUl`J'I`E-1
Project Number: 15255.PE
Prepared By: CWM
Date: 1/8/16
Basin: DA #1 [PRE] Drainage area= 86.95 acres = 0,136 mil
Curve Number
HSG:
A
B
C
D
Sum
% of Basin
495
1.0
0.0
49.5
100.0
Land Use % of Basin
CN A
CN B
CN C
CN D
Weighted CN
Woods - Fair 100
36
60
73
79
57.53
Sum: 100.0
Sum: 57.53
Curve numbers taken from:
TR-55
Use: SS
= values input by user
= values calculated by spreadsheet
RECEIVED
MAR 0 8 1016
BY:
CAFE
04 • 's .. •dam---,
c� • U)
035235 J
PH ER ,

Project Name:
Client:
Cameron Trace
Ksede
PARAlVlo
Project Number.
15255.PE
F. N F1 1 1tl C i is N ti c
Prepared By:
CWM
Date:
1016
Basin: IQA *1 ;PREI Drainage area= 86.95 acres = 0.136 mil
Time of Concentration
Shallow Concentrated Flow
Hydraulic Length =
1,290 ft.
Slope =
0.4 %
Grnund Cover =
Woodland
R-55 Calc. =
68.0 min.
Channel Flow
Hydraulic Length =
1,425 ft.
Slope =
0.2 %
Channel C.S. Area =
34 sf
Channel Wetted Perm. =
21 ft
n-value =
0.025
T R-55 Calc. =
6.5 min.
M =
44.5 min.

Project Name: Cameron Trace
Client:
Ksade
Project Number:
15255.PE
Prepared By:
CWM
Date:
118116
Basin: DA #1 [POST]
Land Use
Lots (4,000 sf/lot)
Roadway
Sidewalks
Pond
Misc.
Impervious (Total) _
Open Space - Good
Sum:
Basin: DA #2 [POST]
Area
Land Use
Lots (4,000 sf/lot)
Roadway
Sidewalks
Pond
impervious t i oral) _
Open Space - Good
p�.RA 071'�,T'I'E
Ei N Gi 1
Drainage area= 22.78 acres = 0.036 mi'
Area (Ac.) Area (sf) % of Basin
7.62
332,000
2.26
98,450
0.41
17,750
2.30
100,188
0.13
5,700
12.72
55.8%
12.72 55.8%
Drainage area= 11.11 acres = 0.017 mil
Area (Ac.) Area (sf) % of Basin
3.40
148,000
1.13
49,150
0.18
8,000
0.66
28,615
0.25
11,000
5.62
50.6%
Sum: 5.62
50.6%
G iv trz
MAR 0 8 20%
BY:

Project Name:
Cameron Trace
Client:
Ksade
Project Number:
15255.PE
Prepared By:
CWM
Date:
1/8116
Basin: DA #1
[POST]
"DAR.AMOUNTE
Drainage area= 22.78 acres = 0.036 mil
Land Use % of Basin CN A CN B CN C CN D
Impervious 55.8 98 98 98 98
Open Space - Good 44.2 39 61 74 80
Sum: 100.0
Curve numbers taken from: TR-55
77
26.28
Sum: 81.00
Use: 81
Basin: DA #2 [POST] Drainage area= 11.11 acres = 0.017 mil
Land Use % of Basin CN ,
Impervious 50.6 98
Open Space Good 49.4 39
Sum: 100.0
Curve numbers taken from:
B
C
D
Sum
0.0
0.0
50.0
100.0
CN B
CN C
CN D
Weighted CN
98
98
98
49.55
61
74
80
29.41
Sum: 78.97
TR-55
Use: 7S
Basin: RA-1 Drainage area= 4.76 acres = 0.007 miz
Ise % of Basin I CN A CN B CN C CN D
- Fair ..1001 36 60 73 79
Sum: 100.0
Curve numbers taken from: TR-55
Weighted CN
57.50
Sum: 57.50
Use: 58

Basin: RA-2 Drainage area= 14.23 acres = 0.022 miZ
,o or isasin Su.0 u.0 u.0 Su.0
Land Use % of Basin CN A CN B CN C CN D
Woods - Fair 100 36 60 73 79
Sum: 100.0
Curve numbers taken from: TR-55
Weighted CN
57.50
Sum: 57.50
Use: 58
Basin: RA-3 Drainage area= 14.48 acres = 0.023 miZ
Curve Number
HSG:
A
B
C
D
Sum
% of Basin
50.0
0.0
0.0
50.0
100.0
Land Use % of Basin
CN A
CN B
CN C
CN D
Weighted CN
Woods - Fair 100
36
60
73
79
57.50
Sum: 100,0
Sum: 57.50
Curve numbers taken from:
TR-55
Use: 58
Basin: RA-4 Drainage area= 19.58 acres = 0.031 mil
Land Use % of Basin CN A CN B CN C CN D
Woods - Fair 1001 36 60 73 79
Sum: 100.0
Curve numbers taken from: TR-55
Weighted CN
57.50
Sum: Si.50
Use: 58
4

Project Name: Cameron Trace {'�� T
Client. Ksade PARR TE
Project Number: 15255.PE r w n a c a, r w� � aw c�
Prepared By. CWM
Date: 1/8/16
P-asin: DAL #t [PO-T., Drainage area= 22.78 acres _ 0.03u m12
Time of Concentration
Sheet Flow
Hydraulic Length =
150 ft.
Slope -
2 %
Ground Cover =
Grassed
n-value =
0.15
T TR-55 Calc. =
11.4 min.
Sheet Flow
Hydraulic Length =
125 ft.
Slope =
0.7 %
Ground Cover =
Pavement
n-value =
0.011
T TR-55 Calc. =
1.9 min.
Pipe Flow
Hydraulic Length =
1,490 ft.
Slope =
0.3 %
Pipe C.S. Area =
3.14 sf
Pipe Wetted Perm. =
6.3 ft
n-value =
0.013
TR-55 Calc. =
6.3 min.
19.6 min.
Basin: DA #2 [POST] Drainage area= 11.11 acres = 0.017 mil
I7me of Concentration
Sheet Flow
Hydraulic Length =
150 ft.
Slope =
2 %
Ground Cover =
Grassed
n-value =
0.15
T TR-55 Calc. =
11.4 min.
Sheet Flow
Hydraulic Length =
125 ft.
Slope -
0.7 %
Ground Cover =
Pavement
n-value =
0.011
T TR-55 Calc. =
1.9 min.
Pipe Flow
Hydraulic Length =
1,000 ft.
Slope =
0.3 %
Pipe C.S. Area =
3.14 sf
Pipe Wetted Perm. =
6.3 ft
n-value =
0.013
T TR-55 Calc. =
4.2 min.
T =
17.5 mi—
Basin: RA-1 Drainage area= 4.76 acres = 0.007 mil
Time of Concentration
Shallow Concentrated Flow
Hydraulic Length =
800 ft.
Slope =
0.6 %
Ground Cover =
Woodland
T TR-55 Calc. =
34.4 min.
Channel Flow
Hydraulic Length =
575 ft.
Slope =
0.3 %
Channel C.S. Area =
16 sf
Channel Wetted Perm. =
14 ft
n-value =
0.025
T (TR-55 Calc.) =
2.7 min.
T. =
37.1 min.
V.
.I
BEAR 0 8 2a�s

Basin: RA-2 Drainage area= 14.23 acres = 0.022 miZ
Time of Concentration
Shallow Concentrated Flow
Hydraulic Length =
1,360 ft.
Slope =
0.3 %
Ground Cover =
Woodland
T TR-55 Calc. =
82.8 min.
Channel Flow
Hydraulic Length =
575 ft.
Slope =
0.3 %
Channel C.S. Area =
16 sf
Channel Wetted Perm. =
14 ft
n-value =
0.025
T TR-55 Calc. =
2.7 min.
T. =
85.5 min.
Basin: RA-3
Drainage area= 14.48 acres = 0.023 miZ
Time of Concentration
Shallow Concentrated Flow
Hydraulic Length =
790 ft.
Slope =
0.6 %
Ground Cover =
Woodland
T (TR-55 Calc.) =
32.7 min.
IT, =
32.7 min.
Basin: RA-4
Drainage area= 19.58 acres = 0.031 miZ
Time of Concentration
Shallow Concentrated Flow
Hydraulic Length =
1,900 ft.
Slope =
0.4 %
Ground Cover =
Woodland
T TR-55 Calc. =
100.1 min.
Channel Flow
Hydraulic Length =
1,425 ft.
Slope =
0.2 %
Channel C.S. Area =
34 sf
Channel Wetted Perm. =
21 ft
n-value =
0.025
T -55 Calc. =
6.5 min.
ITC =
106.6 min.
ri
MAR 882016
Br

Project Name: Cameron brace
Client: Ksade ��j�0�
Project Number: 15255.PE E N a 1 " E L FC I N cm 1 N
Prepared By: CWM
Date: 1/8/16
PRE / POST SUMMARY
Outfall A: PRE
Outfall A: POST
Qlyr.=
15.2
Cfs
Qlyr,=
14.2
Cfs
Q2yr.=
25.7
Cfs
Q2yr.=
24.5
cfs
Qioyr.=
79.9
Cfs
Qioyr.=
76.6
Cfs
Q25yr.=
107.0
Cfs
Q25yr.=
100.4
Cfs
Qiooyr.=
161,0
Cfs
Qiooyr.=
159.8
Cfs
tAAR
BY:

1S 2S ?.3Sr 6S 78 9S
PRE-0UTFALL A DA-1 OST DA-2 ' OST 1
RA-2 RA-3\
4
A4P 5P Z10k
POND-1 POND-� / OFFSITE BYPASS
jjr
8L
POST-0UTFALL A
I
VE
t�l�R 4
sNs �
r `
O'Subcat Reach. on jUnkj Routing Diagram for CAMERON TRACE
Prepared by Paramounte Engineering, Inc., Printed 1/8/2016
HydroCADO 10.00-12 s!n 08877 0 2014 HydroCAD Software Solutions LLC

CAMERON TRACE Type /// 24-hr NHC-9 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD010.00-12 s/n 08877 02014 HydroCAD Software Solutions LLC Paae 2
Summary for Subcatchment 1S: PRE-OUTFALL A
Runoff = 15.19 cfs @ 13.24 hrs, Volume= 188,802 cf, Depth= 0.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
* 86.950 58
86.950 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
68.0 1,290 0.0040 0.32 Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
6.5 1,425 0.0020 3.67 124.62 Channel Flow, CHANNEL
Area= 34.0 sf Perim= 21.0' r= 1.62'
n= 0.025 Earth. arassed & windina
74.5 2,715 Total
1
Subcatchment 1S: PRE-OUTFALL A
Hydrograph
1 15.19 ds I
14
EMI
C -I
. . -Type III 24-h r .
NHC-1 YEAR Rainfall=385"
Runoff-Area=86.950 ac
Runoff Vq1 ne=188,862 cf.-
Runoff Depth=0.60"
Flow :L- eng.th=2;715'
Tc=74.5 min
CN=58
4 6 8 10 12 14 16 18
Time (hours)
20 22 24 26
■ Runoff

CAMERON TRACE Type 11124-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCADO 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 2S: DA-1 POST
Runoff = 36.15 cfs @ 12.27 hrs, Volume= 165,053 cf, Depth= 2.00"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
" 22.780 81
22.780 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
11.4
150
0.0200
0.22
Sheet Flow, LOT -SF
Grass: Short n= 0.150 P2= 4.50"
1.9
125
0.0070
1.12
Sheet Flow, PAV-SF
Smooth surfaces n= 0.011 P2= 4.50"
6.3
1,490
0.0030
3.94
12.39 Pipe Channel, RCP Round 24"
24.0" Round Area= 3.1 sf Perim= 6.3' r= 0.50'
n= 0.013 Concrete pipe. straight & clean
19.6 1,765 Tntal
40- "
35-
30:
25
3 20--
0
" 15
10
Subcatchment 2S: DA-1 POST
Hydrograph
36.15 cfs
- Type 111'24=hr
NHC-1 YEAR Rainfall=3 85"
Runoff Area=22.780 ac
Runoff Volume=165-,0$3-cf
Runoff DeOth=2.00"
Idw LerngfHm1,.7651
Tc=19.6 min
-: -CN=81
, , .. , . . . . . . . . . . . . . . . . . . . .. E . . � . v
4 6 8 10 12 14 16 1$ 20 22 24 26 28
Time (hours)
Runoff
. ;.I
VE
MAR 0 8 20
BY:

CAMERON TRACE Type /ll 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD010.00-12 s/n 08877 ©2014 HydroCAD Software Solutions LLC Paae 4
Summary for Subcatchment 3S: DA-2 POST
Runoff = 16.97 cfs @ 12.24 hrs, Volume= 74,304 cf, Depth= 1.84"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
" 11.110 79
11.110 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
11.4
150
0.0200
0.22
Sheet Flow, LOT -SF
Grass: Short n= 0.150 P2= 4.50"
1.9
125
0.0070
1.12
Sheet Flow, PAVE -SF
Smooth surfaces n= 0.011 P2= 4.50"
4.2
1,000
0.0030
3.94
12.39 Pipe Channel, RCP 24"
-Round
24.0" Round Area= 3.1 sf Perim= 6.3' r- 0.50'
n= 0.013 Concrete pipe. straiaht & clean
17.5 1,275 Total
Subcatchment 3S: DA-2 POST
Hydrograph
18= 16.97 cfs
16
14
y 12_
10.
3
�° 8-
r�
■ Runoff
_ Type III24-hr
NHC-1 YEAR Rainfall=3.85'°
- - ._, . _ . ... _
Runoff Area=11.110 ac
Runoff Vo1um944;304 cf
Runoff Depth=.1.84"
Flow Length=1,275'
- CN=79 .
°
14 16 18 20 22 24 26 28
Time (hours'
lVOW
vi ON
BY:
■ Runoff
_ Type III24-hr
NHC-1 YEAR Rainfall=3.85'°
- - ._, . _ . ... _
Runoff Area=11.110 ac
Runoff Vo1um944;304 cf
Runoff Depth=.1.84"
Flow Length=1,275'
- CN=79 .
°
14 16 18 20 22 24 26 28
Time (hours'
lVOW
vi ON
BY:

CAMERON TRACE Type /H 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 02014 HydroCAD Software Solutions LLC Page 5
Summary for Subcatchment 6S: RA-1
Runoff = 1.25 cis @ 12.65 hrs, Volume= 10,336 cf, Depth= 0.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
4.760 58
4.760 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
34.4
800
0.0060
0.39
Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
2.7
575
0.0030
3.56
56.94 Channel Flow, Channel Flow
Area= 16.0 sf Perim= 14.0' r- 1.14' n= 0.025
37.1 1,375 Total
Subcatchment 6S: RA-1
Hydrograph
1.25 CfS Runoff
Type III 24-hr
NHC-1 YEAR Rainfall=3.85"
1. Runoff Afea=4.769 aib
Runoff Volume=10,3�6 cf
Runoff Depth=0.60"
Flow .Length=1,375'
o Tc=37.1 min
CN=58
4 6 8 10 12 14 16 18 20 22 24 26 28
Time (hours)

CAMERON TRACE Type M 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD010.00-12 s/n 08877 02014 H droCAD Software Solutions LLC Page 6
Summary for Subcatchment 7S: RA-2
Runoff = 2.30 cfs @ 13.39 hrs, Volume= 30,898 cf, Depth> 0.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3,85"
Area (ac) CN Description
14.230 58
14.230 100.00% Pervious Area
Tc Length
Slope
Velocity
Capacity Description
(min) (feet)
(ft/ft)
(ft/sec)
(cfs)
82.8 1,360
0.0030
0.27
Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
2.7 575
0.0030
3,56
56.94 Channel Flow, Channel Flow
Area= 16.0 sf Perim= 14.0' r= 1.14' n= 0.025
85.5 1,935 Total
Subcatchment 7S: RA-2
Hydrograph
2.30 CfS
Type III 24-hr
2 NHCA-YEAR Rainfall=3 85
Runoff Area=14.230 ac
Runoff !Volume=30,8Q8 cf
Runoff Depth>0.60"
3 Flow Length=1,935'
o --Slopet0.0030 7'
LL 1 ` Tc=85.5 :min
CN=58
0 . ,.,..,
4 6 8 10 12 14 16 18 20 22 24 26 28
Time (hours)
Runoff
BY:

CAMERON TRACE Type 11124-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD810.00-12 s/n 08877 02014 HydroCAD Software Solutions LLC Page 7
Summary for Subcatchment 9S: RA-3
Runoff = 4.02 cfs @ 12.58 hrs, Volume= 31,442 cf, Depth= 0.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
* 14.480 58
14.480 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
32.7 760 0.0060 0.39 Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
WE
3
0
U-
Subcatchment 9S: RA-3
Hydrograph
4.02 ds
Runoff
Type III 24-hr
NHC-1 YEAR Rainfall=3.85"
Runoff Area=14.480 ac
Runoff Volume=31,442 cf
Runoff Depth=0.60"
Flow Length=760'
Slope=0.0060 '1'
Tc=32.7'min
CN=58
4 6 8 10 12 14 16 18
Time (hours)
20 22 24 26 28
' MAR 0 rids
BY:

CAMERON TRACE
Prepared by Paramounte Engineering, Inc.
HvdroCAD®10.00-12 s/n 08877 © 2014 HvdroO
Type Nl 24-hr NHC-1 YEAR Rainfall=3.85"
Printed 1/8/2016
Software Solutions
Summary for Subcatchment IIS: RA-4
Runoff = 2.72 cfs @ 13.74 hrs, Volume= 42,506 cf, Depth> 0.60"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Type III 24-hr NHC-1 YEAR Rainfall=3.85"
Area (ac) CN Description
19.580 58
19.580 100.00% Pervious Area
Tc Length
Slope
Velocity
Capacity Description
(min) (feet)
(ft/ft)
(ft/sec)
(cfs)
100.1 1,900
0.0040
0.32
Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
6.5 1,425
0.0020
3.67
124.62 Channel Flow, Channel Flow
Area= 34.0 sf Perim= 21.0' r= 1.62' n= 0.025
106.6 3,325 Total
Subcatchment 11S: RA-4
Hydrograph
3- 2.72 CfS Runoff
Type III 24-hr
NHC-1 YEAR 11ainfal1=3..85"
Runoff Area=19.580 ac
2-- Runoff -Volume=.42,5 .6 cf
Runoff Depth>0.60"
Flow Length=3,325'
o Tc='106.6 :min
1..
-CN=58
0 e.
4 6 8 10 12 14 16 18 20 22 24 26 28
Time (hours)
BY:

CAMERON TRACE Type 1/124-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAM 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Paae 9
Summary for Pond 4P: POND-1
Inflow Area =
992,297 sf,
0.00% Impervious,
Inflow Depth = 2.00" for NHC-1 YEAR event
Inflow =
36.15 cfs @
12.27 hrs, Volume=
165,053 cf
Outflow =
5.59 cfs @
13.21 hrs, Volume=
103,491 cf, Atten= 85%,, Lag= 56.6 min
Primary =
5.59 cfs @
13.21 hrs, Volume=
103,491 cf
Routing by Stor-Ind method, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Peak Elev= 37.85' @ 13.21 hrs Surf.Area= 103,139 sf Storage= 86,662 cf
Plug -Flow detention time= 256.4 min calculated for 103,448 cf (63% of inflow)
Center -of -Mass det. time= 149.6 min ( 992.8 - 843.2 )
Volume
Invert Avail.Storage Storage
Description
#1
37.00' 429,742
cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
37.00
100,017
0
0
38.00
103,676
101,847
101,847
39.00
107,393
105,535
207,381
40.00
111,167
109,280
316,661
41.00
114,995
113,081
429,742
Device Routing Invert Outlet Devices
#1 Primary 37.00' 36.0" Round RCP -Round 36" X 2.00
L= 36.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 37.00'/37.00' S= 0.0000 'P Cc= 0.900
n= 0.013 Concrete pipe, straight & clean, Flow Area= 7.07 sf
#2 Device 1 37.60' 36.0" x 84.0" Horiz. Primary Spillway C= 0.600
Limited to weir flow at low heads
#3 Primary 39.50' 20.0' long x 20.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
r=rimary OutFlow Max=5.59 cfs @ 13.21 hrs HW=37.85' (Free Discharge)
RCP Round 36" (Barrel Controls 5.59 cfs @ 2.53 fps)
2=Primary Spillway (Passes 5.59 cfs of 8.33 cfs potential flow)
3-Emergency Spillway ( Controls 0.00 cfs)

CAMERON TRACE Type 11124-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Page 10
Pond 4P: POND-1
Hydrograph
40 36.15 Cfs ■ Inflow.
Inflow Area=992,297 sf
El Primary
35 Peak Elev=37.8T-
30- Storage=86,662..cf -
25�
20
c
15'
107
4 6 8 10
5.59 ds
Wa..
12 14 16 18 20 22 24 26 28
Time (hours)

CAMERON TRACE Type 111 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
Software Solutions LLC
Stage -Area -Storage for Pond 4P: POND-1
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
37.00
100,017
0
37.05
100,200
5,005
37.10
100,383
10,020
37.15
100,566
15,044
37.20
100,749
20,077
37.25
100,932
25,119
37.30
101,115
30,170
37.35
101,298
35,230
37.40
101,481
40,300
37.45
101,664
45,378
37.50
101,847
50,466
37.55
102,029
55,563
37.60
102,212
60,669
37.65
102,395
65,784
37.70
102,578
70,908
37.75
102,761
76,042
37.80
102,944
81,184
37.85
103,127
86,336
37.90
103,310
91,497
37.95
103,493
96,667
38.00
103,676
101,847
38.05
103,862
107,035
38.10
104,048
112,233
38.15
104,234
117,440
38.20
104,419
122,656
38.25
104,605
127,882
38.30
104,791
133,117
38.35
104,977
138,361
38.40
105,163
143,614
38.45
105,349
148,877
38.50
105,535
154,149
38.55
105,720
159,430
38.60
105,906
164,721
38.65
106,092
170,021
38.70
106,278
175,330
38.75
106,464
180,649
38.80
106,650
185,977
38.85
106,835
191,314
38.90
107,021
196,660
38.95
107,207
202,016
39.00
107,393
207,381
39.05
107,582
212,755
39.10
107,770
218,139
39.15
107,959
223,532
39.20
108,148
228,935
39.25
108,337
234,347
39.30
108,525
239,769
39.35
108,714
245,200
39.40
108,903
250,640
39.45
109,091
256,090
39.50
109,280
261,549
39.55
109,469
267,018
39.60
109,657
272,496
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
39.65
109,846
277,984
39.70
110,035
283,481
39.75
110,224
288,987
39.80
110,412
294,503
39.85
1.10,601
300,028
39.90
110,790
305,563
39.95
110,978
311,107
40.00
111,167
316,661
40.05
111,358
322,224
40.10
111,550
327,797
40.15
111,741
333,379
40.20
111,933
338,971
40.25
112,124
344,572
40.30
112,315
350,183
40.35
112,507
355,804
40.40
112,698
361,434
40.45
112,890
367,074
40.50
113,081
372,723
40.55
113,272
378,382
40.60
113,464
384,050
40.65
113,655
389,728
40.70
113,847
395,416
40.75
114,038
401,113
40.80
114,229
406,820
40.85
114,421
412,536
40.90
114,612
418,262
40.95
114,804
423,997
41.00
114,995
429,742

CAMERON TRACE Type 1/124-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD810.00-12 s/n 08877 02014 HydroCAD Software Solutions LLC Page 12
Summary for Pond 5P: POND-2
Inflow Area =
483,952 sf,
0.00% Impervious,
Inflow Depth = 1.84" for NHC-1 YEAR event
Inflow =
16.97 cfs @
12.24 hrs, Volume=
74,304 cf
Outflow =
5.41 cfs @
12.72 hrs, Volume=
46,017 cf, Atten= 68%, Lag= 28.7 min
Primary =
5.41 cfs @
12.72 hrs, Volume=
46,017 cf
Routing by Stor-Ind method, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
Peak Elev= 39.14' @ 12.72 hrs Surf.Area= 31,324 sf Storage= 34,139 cf
Plug -Flow detention time= 215.4 min calculated for 45,998 cf (62% of inflow)
Center -of -Mass det. time= 106.1 min ( 953.4 - 847.2 )
Volume
Invert Avail.Storage Storage
Description
#1
38.00'
133,825 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
38.00
28,614
0
0
39.00
30,986
29,800
29,800
40.00
33,414
32,200
62,000
41.00
35,898
34,656
96,656
42.00
38,440
37,169
133,825
Device Routing Invert Outlet Devices
#1 Primary 38.00' 36.0" Round RCP -Round 36" X 2.00
L= 38.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 38.00'/38.00' S= 0.0000 '/' Cc= 0.900
n= 0.013 Concrete pipe, straight & clean, Flow Area= 7.07 sf
#2 Device 1 38.95' 36.0" x 84.0" Horiz. Primary Spillway C= 0.600
Limited to weir flow at low heads
#3 Primary 40.25' 15.0' long x 12.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.57 2.62 2.70 2.67 2.66 2.67 2.66 2.64
frTimary OutFlow Max=5.38 cfs @ 12.72 hrs HW=39.14' (Free Discharge)
RCP_Round 36" (Passes 5.38 cfs of 10.09 cfs potential flow)
2=Primary Spillway (Weir Controls 5.38 cfs @ 1.42 fps)
3-Emergency Spillway ( Controls 0.00 cfs)

CAMERON TRACE Type 111 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 02014 HydroCAD Software Solutions LLC Page 13
1
1
1
-- 1
3
0
Pond 5P: POND-2
Hydrograph
4 6 8 10 12 14 16 18 20 22 24 26 28
Time (hours)
[] Inflow
Primary

CAMERON TRACE Type Ill 24-hr NHC-1 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Page 14
Stage -Area -Storage for Pond 5P: POND-2
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic feet)
38.00
28,614
0
38.05
28,733
1,434
38.10
28,851
2,873
38.15
28,970
4,319
38.20
29,088
5,770
38.25
29,207
7,228
38.30
29,326
8,691
38.35
29,444
10,160
38.40
29,563
11,635
38.45
29,681
13,116
38.50
29,800
14,604
38.55
29,919
16,096
38.60
30,037
17,595
38.65
30,156
19,100
38.70
30,274
20,611
38.75
30,393
22,128
38.80
30,512
23,650
38.85
30,630
25,179
38.90
30,749
26,713
38.95
30,867
28,254
39.00
30,986
29,800
39.05
31,107
31,352
39.10
31,229
32,911
39.15
31,350
34,475
39.20
31,472
36,046
39.25
31,593
37,622
39.30
31,714
39,205
39.35
31,836
40,794
39.40
31,957
42,389
39.45
32,079
43,990
39.50
32,200
45,597
39.55
32,321
47,210
39.60
32,443
48,829
39.65
32,564
50,454
39.70
32,686
52,085
39.75
32,807
53,722
39.80
32,928
55,366
39.85
33,050
57,015
39.90
33,171
58,671
39.95
33,293
60,332
40.00
33,414
62,000
40.05
33,538
63,674
40.10
33,662
65,354
40.15
33,787
67,040
40.20
33,911
68,732
40.25
34,035
70,431
40.30
34,159
72,136
40.35
34,283
73,847
40.40
34,408
75,564
40.45
34,532
77,288
40.50
34,656
79,018
40.55
34,780
80,753
40.60
34,904
82,496
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic feet)
40.65
35,029
84,244
40.70
35,153
85,998
40.75
35,277
87,759
40.80
35,401
89,526
40.85
35,525
91,299
40.90
35,650
93,079
40.95
35,774
94,864
41.00
35,898
96,656
41.05
36,025
98,454
41.10
36,152
100,259
41.15
36,279
102,069
41.20
36,406
103,886
41.25
36,534
105,710
41.30
36,661
107,540
41.35
36,788
109,376
41.40
36,915
111,219
41.45
37,042
113,067
41.50
37,169
114,923
41.55
37,296
116,784
41.60
37,423
118,652
41.65
37,550
120,527
41.70
37,677
122,407
41.75
37,805
124,294
41.80
37,932
126,188
41.85
38,059
128,088
41.90
38,186
129,994
41.95
38,313
131,906
42.00
38,"0
133,825
BY:

CAMERON TRACE
Prepared by Paramounte E
HvdroCAD®10.00-12 s/n 0887
Type 111 24-hr NHC-1 YEAR Rainfall=3.85"
Bring, Inc.
14 HvdroCAD Software Solutions
Printed 1/8/2016
Summary for Pond 10P: OFFSITE BYPASS
Inflow Area =
630,749 sf,
0.00% Impervious,
Inflow Depth = 0.60" for NHC-1 YEAR event
Inflow =
4.02 cfs @
12.58 hrs, Volume=
31,442 cf
Outflow =
1.06 cis @
14.16 hrs, Volume=
19,326 cf, Atten= 74%, Lag= 94.9 min
Primary =
1.06 cfs @
14.16 hrs, Volume=
19,326 cf
Routing by Stor-Ind method, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 39.82' @ 14.16 hrs Surf.Area= 17,245 sf Storage= 13,377 cf
Plug -Flow detention time= 260.7 min calculated for 19,318 cf (61 % of inflow)
Center -of -Mass det. time= 129.6 min ( 1,061.7 - 932.1 )
Volume
Invert Avail.Storage Storage
Description
#1
39.00'
56,948 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
39.00
15,240
0
0
40.00
17,675
16,458
16,458
41.00
20,215
18,945
35,403
42.00
22,875
21,545
56,948
Device Routing Invert Outlet Devices
#1 Primary 38.00' 36.0" Round RCP _Round 36"
L=1,404.0' RCP, sq.cut end projecting, Ke= 0.500
Inlet / Outlet Invert= 38.00' 138.00' S= 0.0000 T Cc= 0.900
n= 0.013 Concrete pipe, straight & clean, Flow Area= 7.07 sf
#2 Device 1 39.75' 48.0" x 48.0" Horiz. Orifice/Grate C= 0.600
Limited to weir flow at low heads
#3 Primary 41.40' 20.0' long x 15.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
F=rim-ary OutFlow Max=1.04 cfs @ 14.16 hrs HW=39.82' (Free Discharge)
RCP_Round 36" (Passes 1.04 cfs of 4.80 cfs potential flow)
2=Orifice/Grate (Weir Controls 1.04 cfs @ 0.89 fps)
Broad -Crested Rectangular Weir( Controls 0.00 cfs)
pY.��

CAMERON TRACE Type 1/1 24-hr NHC-1 YEAR Raintall=3.85"
Prepared by Pararnounte Engineering, Inc. Printed 1/8/2016
HydroCAD@10.00-12 s/n08877 02014 HydroCAD Software Solutions LLC Page 16
Pond I OP: OFFSITE BYPASS
Hydrograph
4.02 CfS LOInflow
Primary
4 Inflow Area=630,740 ofPrimary
Peak Elev=39,82'
-Storag'e=13j377 cf-
0 2-
1.06 cfs
1
­6 8 10 12 14 19 18 20 22 24 26 28
Time (hours)
DOW

CAMERON TRACE Type 11124-hr NHC-9 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC Pape 17
Stage -Area -Storage for Pond 90P: OFFSITE BYPASS
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic feet)
39.00
15,240
0
39.05
15,362
765
39.10
15,484
1,536
39.15
15,605
2,313
39.20
15,727
3,097
39.25
15,849
3,886
39.30
15,970
4,682
39.35
16,092
5,483
39.40
16,214
6,291
39.45
16,336
7,105
39.50
16,458
7,924
39.55
16,579
8,750
39.60
16,701
9,582
39.65
16,823
10,420
39.70
16,945
11,265
39.75
17,066
12,115
39.80
17,188
12,971
39.85
17,310
13,834
39.90
17,431
14,702
39.95
17,553
15,577
40.00
17,675
16,458
40.05
17,802
17,344
40.10
17,929
18,238
40.15
18,056
19,137
40.20
18,183
20,043
40.25
18,310
20,956
40.30
18,437
21,874
40.35
18,564
22,799
40.40
18,691
23,731
40.45
18,818
24,668
40.50
18,945
25,613
40.55
19,072
26,563
40.60
19,199
27,520
40.65
19,326
28,483
40.70
19,453
29,452
40.75
19,580
30,428
40.80
19,707
31,410
40.85
19,834
32,399
40.90
19,961
33,394
40.95
20,088
34,395
41.00
20,215
35,403
41.05
20,348
36,417
41.10
20,481
37,437
41.15
20,614
38,465
41.20
20,747
39,499
41.25
20,880
40,539
41.30
21,013
41,587
4135
21,146
42,641
41.40
21,279
43,701
41.45
21,412
44,769
41.50
21,545
45,843
41.55
21,678
46,923
41.60
21,811
48,010
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic feet)
41.65
21,944
49,104
41.70
22,077
50,205
41.75
22,210
51,312
41.80
22,343
52,426
41.85
22,476
53,546
41.90
22,609
54,673
41.95
22,742
55,807
42.00
22,875
56,948

CAMERON TRACE Type 11124-hr NHC-9 YEAR Rainfall=3.85"
Prepared by Paramounte Engineering, Inc. Printed 1/8/2016
HydroCAD®10.00-12 s/n 08877 ©2014 HydroCAD Software Solutions LLC Paae 18
Summary for Link 8L: POST-OUTFALL A
Inflow Area =
3,787,106 sf,
0.00% Impervious,
Inflow Depth > 0.80" for NHC-1 YEAR event
Inflow =
14.04 cfs @
13.02 hrs, Volume=
252,574 cf
Primary =
14.04 cfs @
13.02 hrs, Volume=
252,574 cf, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span= 4.00-28.00 hrs, dt= 0.01 hrs
i
r
L
Link 8L: POST-OUTFALL A
Hydrograph
4 6 8 10 12 14 16 18 20 22 24 26 28
Time (hours)
Inflow
Primary
By:

t-
FIT rAf /olk(fallill-
lo.J�Cfs a �� C5 1
0 - 1.51 Aj
use
300
Outlet 120 TF.
Dipe
diameter 100), r
T
SO
4!
5
4i I
70
ilx
60
7'
40 - aw
30, +
2=
20
T I it; r f 2
.0 SC
L
C.
0 4k
2
...........
3 5 I 20 so 100 200 Soo 1000
4 Discharge (ft3/Sec)
5
Curves may not be extrapolated.
Figure 8.06b Desi9r. of "lle! prwecl-lon !M.-. 1 a rc-upid gipsfim ng hM, ma)pralwn 7akwater tAndfion (Tk 0.5 6-ame Mr).
8.06.4 Rev. 1203

I r9415'17- ME LYMI(e VVVCV'> MOM
-Tvtjr%� gq-, 12-Af
a
O'A
oipe
diameter (Do):
110
50,
i
100
:z 90-- 4
2
cr
o.—k Discharge (01-sec)
Curves may not he extrapolatetJ
Figure 8.06b OesiV. of WtietpirtzeWontom a mmd;:r* ftwiry 'UH, max1roVin tQw.—%rcwdWon (T.2! 0.5 diameter).
8.06.4 RLY. 12)93

f
1 IZIP KAV Aflf-bk - 3 C
13
Q j -- qXT 4+-
diameter (Lb)i -- LQ !, P5,
NO
0 :7
LaMi4
BID
70
ar4` 60
_�q.l q C
Discharge (Asec)
Curves may not be extrapolated.
Figure &06b Design oa. a ;a! protection from a round pike ffi�ing full. maximum tal.Wamrewd�an (Tw2 0.5 danwer).
8.06.4
Rsv. }2193

LVL)A-)L, MVPO� N
lb
tp,
---------
a
Pipe
diameter G) 110
iiiE k e_r .9a V Q
IN
90
Discharge (Olsec)
Curves may not be extrapoiated
Figure 8,05b 0"lp of o4st pmjle=tion fe-w-a a rour.eNips towing luil, mawnum tallwater condijor- fT,,k flS damwer),
8.06.4 Rev. 12193

f,i �*p Af UN
�! 4 - b 5�4.
,e
*3 VS
T-5
V-6 .
1 -0. 44a
Dips
diameter La
80
70
14,60
120
110
50 1 100 Mo
Uischarge, (Asec)
4-
f,j z a YYY
Curves may not be extrapolated
O.g IT 2ckamp.:Sr).
&06.4
2
Sr
AM 120a

�����•{'':. �_��:,`�, �,/�p!?S ��� it%�.
A ff,e
-77
OU'Llel --;r O.4La i2D
rA
diarne'erfF'
110 L
VIM::
90
go
y
kN
Ir I i'
30
.9' 70
60 7:7-i 14
- - X 1* V-1
Ilh.
M
3 5
10 20 SO ino 200 Soo
Discharge (Alec)
Cwrves may not be extralodlated.
Figure 8.06b Gftign of. Ot.-;D:pcMcjOnfrom a rx-nid pipe Vow)nqAAl. mazin. ljv. (T. 2 aS damQ-ef),
&06.4 Rtv. 12093

4;M
Appendices
�'�7
IC -3 0 T
Outlet W : Do + Le
pipe
diameter (Lb)
T ilwater 0.5D0
���,all<l
a
o�P'0e0r»
50 100
Discharge (ft3/sec)
N
2 N
a
m
a
tr
ca
1 In
.L.J 0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
Rev. 11/93
8,06.3

W 744) 4q
4�9,
ob -go i►.) �2-}
Q10 .-�
4/ 3 �
Outlet �__ W = po + !_s
pipe
diameter (Do)
a ---�
ter a 0.5Dp
50 100 200 500
Discharge (0/sec)
Appendices
co
CL
Cc
0
1 LO
L0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outltit protection protection from a round pipe flowing full. minimum tailwater condition (TW < 0.5 diameter).
Rrz.12/93
8.06.3

tip 09
_Py
6� 4��
a
9J=3 0
(:vt':et 1 , IW = Do f Lar) f
pipe 11
diameter (Db)
twat 0.600
1
\,e0
st)
{
50 100 200 500
Discharge (ft3/sec)
Appendices
N
2 Cn
C.
Cd
a
Ir
0
1 Ln
.J 0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full. minimum talwater condition (T. < 0.6 diameter).
Rev.12/93
8.06.3

Book 5938 Page 1395
BK: RB 5938
PG: 1395 -1397
2016038M
RECORDED:
12/1817015
NEW HANOVER COUNTY, NC REAL ESTATE
02:12'52 M
TALMYTHEUSCH BEASLEY EXTX3300DA00
RE613TB20F DEEDS
6Y: CAROLitJGHL V
DEPUIN ELECTRONCALLY RECORDEn
GENERALWARRANW DEED
THE ATTORNEY PREPARING MS.INVMUMNT HAS MADE NO RECORD SEARCH OR
M%E ERMMUTION AS TO TB$ PROPERTY HEREN DESCRIBED, UNLESS THE SAAM
IS SHOWN BY HIS WRITTEN AND S104M CMIMCATIL
Masi after recording iao-;
Qowwind Development Inc.
2550 Capitol Drive, Ste_ 105
Cieedmoor, NC 27522
Tbis instrament was prepared by:
F. Darryl M17is, PLC
P. O. Box 216
Wdghtsvllle Beach, NC 2M
Brief description for the rode= Trails 2 and 3 Recombination of Coswald, LLC and
Coastal Caroliama Developers, hm (NM b], Page 95)
Parcel No: Out of •R02700-001-004-012 & R02700-001-004-014
Revenue: $ 3000.00
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOM
TMS DEED made this _17 th- day of Deoenber, 2015 by and between COSWALD, LTC, a
North Carolina Limited Liability Compaq, 1030 E. Wendover Avenue, Greensboro, NC
27405 and COASTAL CAROMINA DEVELOPERS, INC., a North Carolina Corporation,
1030 E. Weadovelr Avenue, Gremboro, NC 27405, hereafter GRANTOR, and
CROSSWIND DEVELOPhV1E1VT, INC., 259 Capitol Drive, Ste. 105, Creedmoor, NC
27522, hereafter GRANTEE. The dear Cuwtw awl Grantee as used herein shall include
said parties, thew heirs, successors, ad 9.*Aga4 and shall inch de siagular, phwal, masculine,
feminine or neuter as required by context.
W1TNEmSEm
That the Grantor, for a valuable cation paid by $ie Grantee, the receipt of which is hereby
a knowledged, has and by these pry does gram, bargain, sell and convey gusto the Chantee in
fee simple, all that certain lot or patW of land situated is New Hanover County, North Carolina
and more particularly dewnibed as Mows:
-%bmitted eiectranicaiiv by Nathan M Garren law in compliatw* with Nor& Carolina sMatm gavernlpa
reawAable documents and the terms of the suhmitter agreement wkb the New Hanover Register of Deeds.

Book 5938 Page 1396
BEING all of Tract 2 (consisting of 14.4 acres) and Tract 3 (consisting of 34
acres, more or less) as shown on a plat entitled ",Map of Recombination of
COSWALD, L.L.C. & COASTAL CAROLINA DEVELOPERS, INC-,- drily
recorded in Nap Book 61, Page 95, New Hanover County Registry, reference to
which is hereby made for a more particular description of some.
The property hereinabove described was acquired by Grantor by instrument recorded in the New
Hanover County Registry. The preparer of this instrument has been informed that property
desc ibed above noes not include the primary residence of the grantor, but no independent
verification has been trade and none is represented herein
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 is seized of the premises in fee simple,
has the right to convey the same in The simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except:
1. All restrictive covenants of record,
2. Ad valorem taxes for the year 2015 and thereafter;
?. All zoning, land use and planning rules, regulations, ordinances and statutes.
IN WITNESS WHERM , the Grantor has hereunto set his hand and seal, or if corporate, has
caused this instrument to be signed in its corporate name by its duly authorized officers and its
seal to be hereunto affixed by authority of its Board of Directors, the day and year first above
written.
COSWALD, LLC
Walter T. Wilson, Sr.. Member/Manager

Book 5938 Page 1397
STATE OF NORTH CAROLINA
COUNTY OF Granville
I, Nathan M. Garreu -, a Notary Public of the County of
Granville and State aforesaid, do hereby certify that WALTER
T. WILSON, SR., personally appeared before me this day and aclaaowledged the foregoing
instrument as a MemberftvLmager of COSWALD, LLC, A NORTH CAROLINA LIM£TED
LIABILITY COMPANY.
WITNESS my hand and official stamp or seal, this the 17 th day of December, 2015,
My Commission Expires. 10/08/17
(Notary Seal)
NAiTHAN M. GARREN
Notary Public
North Carolina
Granville County
STATE OF NORTH CAROLINA
COUNTY OF Granville
Notary Public
COAST C LINA Q , ]NC.
Walter T. Wilson, Sr., President
1, Nathan M. Garren , a Notary Public of the County of Granyi7.1e
and State aforesaid, do hereby certify that WALTER T. W ILSON, SR, personally appeared
before me this day and acknowledged the foregoing instrument as President of COASTAL
CAROLINA DEVELOPERS, INC., A NORTH CAROLINA CORPORATION.
WITNESS my hand and official stamp or seal, this the 17thday of December, 2015.
Noiary Public
My Commission Expires: 10 /08 / 17
NA IiAN ! . 6A f2EN
Notary Public
North Carolina
Granvitia L'ounty

SOSID: 1479561
Date Filed: 11/5/2015 10:50:00 AM
State of North Carolina Elaine F. Marshall
Department_of the Secretary of Stat North Carolina Secretary of State
C2015 303 04966
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-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: 1✓wS�T�+Riec— U_
(See Item ]of the Instructions for appropriate entity designation)
2. -The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles oforganization in the capacity of member, organizer or both.
Note: This document most he signed by ail persons listed.)
[ g©C> �'A'S7wdcjp 4eC(
s
3. The name of the initial registered agent is: 1 < (-k SAmEE Lj
4. The street address and county of the initial registered 89W office of the limited liability company is:
Numberand Street ( C O C%s wOd) F_'Q 5 ��
City W (- N 6To State: NC Zip Code: 2� County: (s
5. The mailing address, ifdit%rent from the street address, of the initial registered ageritoffrce is:
Number and Street
City State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number: .
The street address and county of the principal office of the limited liability company is:
c
Number and Street:
City: State: Zip Code:
CORPORATIONS DIVISION P.O. Box 29622
(Revised January 2014) 2
County:
RALFIGH, NC 27626-0622
(Form L-01)

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street:
City- State: Zip Code: County:
b. v, he li:nite�il liability company does nut have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
Privacy Redaction
B. (Optional): Please provide a business e-mail address: o
The Secretary of State's Office will e-mail the business automatically at the address provided above at no
cost when a document is filed. The e-mail provided will not be viewable on the website. For more
information on why this service is offered, please see the instructions for this document.
9. These articles will be effective upon filing, unless a future date is specified:
This is thej O day of O GT6 (3 t<F rZ-20
Signature
KL i L4 5A e�D / CA C-Kf3 FtZ
Type or Print Name aid Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature
Type and Print None an rt e
Signature
Signature
ype and P—nnt Name and Title
_ Signature
Type and Print Name an . i e TypeandPnnt ame an it e
NOTES:
1. Filing fee is $125. This document must be filed with. the Secretary of State.
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SOSID: 0817866
Date Filed: 4/24/2015 8:13:00 AM
'CD-479 (42) Business Corporation Annual Rej Elaine F. Marshall
10-22-13 North Carolina Secretary of State
CA2015114 01
Name usiness Corporation: CROSSWIND DEVELOPMENT, INC.
Secretary of State ID: 0817866 State of Formation: NC Fiscal Year Ending: 12 31 14
U I hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55-16-22) has not changed and is therefore complete.
Section A: Reuistered Agent's Information
1. Name of Registered Agent: WILLIAM •H WYNN
2. Signature of the New Registered Agent:
(Signature constitutes consent to the appointment)
3. Registered Office Street Address & County 4. Registered Office Mailing Address
1696 HAYES ROAD 1696 HAYES ROAD
GRANVILL CREEDM00 NC 27522 CREEDMOOR NC 27522
Section B: Principal Office Information
1. Description of Nature of Business: REAL ESTATE DEVELOPMENT
2. Principal Office Phone Number: ql q-528-1347 3. Principal Office Email:
4. Principal Office Street Address & County
1696 HAYES ROAD
CREEDM00 NC 27522
Section C: Officers (Enter additional Officers in Section E.)
Name: WILLIAM H WYNN Name:
Title: PRESIDENT Title:
Address: 1696 HAYES ROAD Address:
CREEDMOOR
NC 2.7522
5. Principal Office Mailing Address
1696 HAYES ROAD
CREEDMOOR NC 27522
Name:
Title:
Address:
Section D: Certification of Annual Report Section D must be completed in its entirety and signed by a person
listed under Section C, or a person signing for an entity listed under Section C.
Signature (Foarmust be signed by an officer of corporation) Dets
WILLIAM H WYNN PRESIDENT
Print or Type Name of officer Title

Corporations Division
Page 1 of 1
441
Click Here To:
North Carolina
Elaine F. hrfarshatl
DEPARTMENTSor, Tm
Secretary S, E C RETARY OF STATE
PO Box 29822 Raleigh NC 27626-M2 [phone]
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Dewitt Three LLC
Limited Liability Company Information
Sosld:
1479561
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
11/5/2015
Fiscal Month:
State of Incorporation:
Registered Agent:
Saieed, Keith
Corporate Addresses
Reg Office: 1800 Eastwood Rd Ste 114
Wilmington, NC 28403
Reg Mailing: 1800 Eastwood Rd Ste 114
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Account
Login
Register
http://www.secretary.state.ne.us/Search/profcorp/l 1861917 3/4/2016

Weaver, Cameron
To: [e-mail]
Subject: Cameron Trace
Hi Beth.
Thank you for your previous correspondence and follow-up about the proposed developments adjacent to the Quail
Woods development.
As expected, I have now received the Express Permitting request for the subject development and this is the project that
will be directly across the northern boundary drainage ditch of the Quail Woods neighborhood. I am concerned that the
Quail Woods boundary ditch (as currently engineered) is not going to be able to handle the drainage from the two ponds
that are proposed to drain into it from Cameron Trace. From the preliminary plans I've seen (attached here but without
drainage calculations), a large, new volume of water is slated to enter the ditch. As I mentioned earlier, the land
alterations that have already been done during the wetland maintenance send water to the ditch in several places that
previously did not reach the drainageway. Per the plans I have, two spillways will exit from ponds on Cameron Trace
and be directed into the boundary ditch. What, if anything, is the County's purview in overseeing this? I know that from
the State's perspective, as long as the drainage calculations provided for the development indicate a volume that is
judged within the capacity of the existing ditch, it is deemed acceptable.
Cameron Weaver
Environmental Assistance Coordinator -Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext,
Wilmington, NC 28405
910-796-7303
NCDEQ Website: http://portal.ncdenr.org/web/guest
DEACS Website: http://Portal.ncdenr.orR/web/deao/
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.

For DENR Use ONLY
AReviewer.
North Carolina Department of Environment and
�1k Submit: Natural Resources NCIWNR Request for Express Permit Review rms — l b . �1� oc��
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along wirir a completed DETAILED narrative, site plan (PDF rile) 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 828-296.4698;alison.davidsondncdenrgov
• Fayetteville or Raleigh Region -David Lee 919-791.4204, dav1d.1eeftcdenr.Qov
® Mooresville & Winston Salem Region -Marcia Allocco 704-235-2107 or marcia. a/locco@gcdenr srov
o Washington Region -Lyn Hardison 252-948-3842 or lyn hardison(ft cdenr--pov
• Wilmington Region -Cameron Weaver 910-796-7303 or camemn.weaver®.ncdenr oov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: CAMERON TRACE County: NEW HANOVER
Applicant: WILLIAM H. WYNN..AUTHORIZED AGENT Company: CROSSWIND DEVELOPMENT, INC.
Address:1696 HAYES ROAD City: CREEDMOOR State: NO Zip: 27522-_
Phone: [phone] Fax:.[phone]. Email: [e-mail]
Physical Location:1609 FLUSHING DRIVE. WILMINGTON. NC
SW
SW
SW
NPDES _
NPDES _
wQ
wQ —
Project Drains into SMITH CREEK waters - Water classification C. SW (for classification see- http:/Ipodal.nodenr.org/web/vmlastcsu/classifications)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? Nwithin'/a mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: CHRIS MILLIS. PE Company: PARAMOUNTE ENGINEERING
Address: 5911 OLEANDER DR City: WILMINGTON, State: NC Zip: 28403-_C,D 0 12015
Phone: 914-7 1- 7�07,, Fax: _ Email: cmillisBoaramounte-en
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK WILY 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
❑ InterrnittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marling the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or acres)
❑ Riparian Buffer Authorization n Minor Variance n Maor General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High' Density-Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE -- PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT [for both scaninq and express meetina request
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has bow. completed: Z Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ALOE: MI Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
For DEN R use only
Fee Solit for mukiole oennits: (Check# 1 Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ( Ma); Min)
1
$
'W (❑ HO, ❑ LD, ❑ Gen)
$
Aft
1
$
$
Stream Deter,_
i
$
,EXPRESS August 2015

DESIGN NARRATIVE
Crosswind Development, Inc. proposes to construct a 121 lot residential neighborhood off of Flushing
Drive, approximately 0.50 miles northwest of the intersection of Flushing Drive and Murrayville Road.
The address of the property is 1609 Flushing Drive, Wilmington, NC with a latitude and longitude of
34018'08"N, 77022'55"W (Deed Book 2601, Page 0496). The property drains to an unnamed tributary to
Smith Creek (C, Sw; 18-74-63) — Cape Fear Basin. According to the NRCS Soil Survey of New Hanover
County the soil across the site consists mainly of Murville (Mu), with very minor traces of Seagate (Se)
and the ground cover consists of fair woodlands.
DESIGN PROS
All stormwater for the proposed development will be directed by way of a storm sewer system to an
adequately designed stormwater BMP, two wet detention basins in the case of this project. Since the
project is located in New Hanover County, all land disturbance activity will be design and permitted
with New Hanover County Erosion Control.

6
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U.S. DEPARTMENT OF THE INTERIOR
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2011-01979 County. New Hanover U.S.G.S. Quad: Scotts Hill
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Coastal Carolina Developers Agent: Land Mana¢ement Groua
Attn: Tom Wilson Attn: Corey Novak
Address: 1030 East Wendover Ave. Address: P.O. Box 2522
Greensboro, North Carolina 27405 Wilmington, NC 28402
Property description:
Size (acres)
Nearest Waterway
USGS HUC
262 ac
UT to Smith Creek
03030005
Nearest Town Wilmington
River Basin Cape Fear
Coordinates 34.299069N:-77.829510W
Location description: Property is known as Greenview Ranches, located at the end of Murrawille Road, New Hanover
County, North Carolina. Parcel IDs: R02700-001-004-014, R02700-001-004-012, R03600-003-041-000 R03600-003-003-
010, R03600-003-003-006, R03500-003-011-000, R03600403-053-000. R03600-003-003-009 R03600-003-003404
R03600-003-003-010, R03500-003-001-000, R03600-003-066-000, R03600-003-003-001 R03600-003-003-003 R03500-
003-005-000, R03500-003-002-000, R03600-003-096-000. R03600-003-097-000,R03500-003-004-000 R03600-003-105-
000, R03600-003-003-005, R02800-004-014-000, R02800-004-028-000, R02800-004-013-000 R02800-004-029-000 and
R02800-004-031-000.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our -published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC & 1344)Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 6/7/2012 . Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The Property is located in one of the 20 Coastal Counties subiect to regulation under the Coastal Area Management
Act (CAMA). You should contact the Division of Coastal Management in Wilmington NC at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635.
C. Basis For Determination
flow to Smith Creek, a tributary to the Caue Fear River, a Navigable Water of the U.S. This determination is based on
information Provided bvLand Management Group and a site visit by Emily Hughes on 10/18/2011 11/8/2011 &
12/13/2011.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. Ifyou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by N/A.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. * *
` y r
Corps Regulatory O�cial5 .1
Date: June 7, 2012 v V Expiration Date: June 7, 2017