SW8100203_Historical File_20100505

EAST CAROLINA CONSULTING, PLLC
Land Development&Engineering
Land Planning. Residential . Coastal Design . Environmental
LETTER OF TRANSMITTAL
TO:
Wilmington Regional Office
do Steve Pusey
127 Cardinal Drive Extension
Wilmington, NC 28405
OFFICE 910-796-7215
FAX [phone]
FROM: Derrick Smith DATE:4/23/10
RE:
GRACELYN PARK SUBDIVISION, Section IV
No. Description: (1-Original& 1-Copy each) Date:
1 Storm Water Management-Drawings(2 sets) 4/22/10
2 Storm Water Management Supplements 4/23/10
Note:
Please give us a call if you need anything else, thank you.
Signed: ]J
Cc Dale Britt RECEIVED
APR262010
PO Box 20714. Greenville, NC. 27858
Dcs 252.714.3034 Hgn 252.327.9623 Fax [phone]

EAST CAROLINA CONSULTING, PLLC
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April 23,2010 qp
By: R29zoio
Steve Pusey
NCDENR—Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington,NC 28405
RE: Stormwater Project No. SW8 100203 Gracelyn Park—Phase IV
Dear Mr. Pusey,
Enclosed please find a copy of the revised plans and calculations for Gracelyn Park—Phase IV.
As we discussed Friday there have been several changes to the proposed project,however I feel
we have addressed all of your concerns in your letter dated March 16,2010.
/ The major change in the design was the removal of the catch basin at the end of the cul-de-sac
which was done because we could not maintain a grass swale of 100' prior to entering the
wetlands. Therefore all the water will be diverted to Swale 1 and then be carried to the wetland
by way of a grass swale and a 30"culvert.
The subdivision is design with"roll over"type curbing which is a continuation of how the rest of
the subdivision was done. Therefore the velocities in these curbed swales can exceed 4.5 ft/sec
however only one does. The velocity for a 10 year storm will be 1.95 ft/s as it enters the channel
to the wetlands.
The 15" CPP and swale along Herring Smith Lane have been removed and this area will be
graded such that all run-off will be sheet flow to the adjacent wetland.
The ACOE has asked us to limit the disturbance of the outfall from the 30"RCP therefore we
have limited the outfall to a flared end section with a rip rap splash pad and some hand clearing
of the natural channel.
As we discussed Friday the differences between the swale calculation tables is due to the
breakdown of the sub-basins. In the NCDENR design table it only allows for two types of cover,
pervious and impervious. In the table I generated the breakdown incorporated more types of
coverage within the sub-basins.
If you have questions during your review please feel free to contact me at 252-714-3034.
Sincerely,
Derrick C. Smith, PE

ArirA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 16, 2010
Dale Britt, Manager
Britt Development Co. of Archdale, LLC
2012 Shepard Street
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 100203
Gracelyn Park— Phase IV
Carteret County
Dear Mr. Britt:
The Wilmington Regional Office received and accepted a State Stormwater
Management Permit Application for Gracelyn Park— Phase IV on February 2, 2010. 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:
1. Please show a more complete Legend on the Grading /Drainage Plans.
2. Please label the road name on the plans for the perpendicular road that
goes through the subdivision (Herring Smith Lane?).
3. Please provide completed grassed swale supplements.
41 4. Swales with velocities in excess of 2 fps that discharge to wetlands must
0 provide a velocity reduction device such as a level spreader, which
provides non-erosive diffuse sheet flow into and through the wetland. The
velocity at the exit of Culvert 2 shown on the plans is greater than 2 fps,
therefore, please provide a level spreader (LS) and vegetated filter strip
(VFS). Please reference the BMP Manual Chapter 8 for design guidance.
Remember to include a LS-VFS Supplement and O&M Agreement.
/ 5. Please label elevations on existing and proposed contours.
/ 6. Please label all swales, swale inverts, pipe inverts, and drop inlet inverts
on the plan sheets as applicable.
/7. Please show details for the roads, cul-de-sac radii, sidewalk widths, curb
and gutter, all dimensions and slopes. Note if dimensions are FC-FC or
BC-BC.
/8. Please label and provide calculations for the "Typ. Swale" located along
the driveway on lots 97 & 98. Also, provide calculations for the 15" CPP
w/ FES located in this area.
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One 1'„
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 NorthCarolina
Internet www.ncwaterquallty.org Naturally
An Equal Opportunity\Affirmative Action Employer `

9. Please revise the swale detail to show the min. 100' length and include the
type of grass to be planted on the side slopes.
10. There are many differences in the 10-year swale calculations submitted.
For example, the chart sealed on 1/19/2010 shows the velocity of swale 1
to be 5.33 fps, whereas the swale calculations received on 2/2/2010 show
the velocity to be 3.66 fps. Please explain these differences and make
revisions as necessary.
11. Please remember that a change to one number may have a domino effect
on other numbers. Please check all plans, calculations and forms and
make changes as needed.
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 April 13,
2010, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
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 reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
' / a
Steve G. Pusey
Environmental Engineer
GDS/sgp: S:IWQS\STORMWATER\ADDINFO120101100203.mar10
cc: Derrick Smith, East Carolina Consulting
Steve Pusey
Wilmington Regional Office Stormwater File
Page 2 of 2

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, February 04, 2010 8:06 AM
To: 'Derrick Smith'
Subject: RE: Gracelyn
Derrick,
We will need all of the changes to the plans on the stamped plans eventually. But, I will go ahead and forward this to
admin to log in.
Thanks,
KJ
From: Derrick Smith [mailto:[e-mail]]
Sent: Tuesday, February 02, 2010 3:18 PM
To: Johnson, Kelly
Subject: Gracelyn
Attached you will find a legend as well as two details showing the limits of the project.
If you require a revision to the stamped drawings be done I can do that and have them sent overnight to you for delivery
no later than Thursday.
Thank you for your help.
9 exotic&Smith, Y.E.
East Carolina Consulting, PLLC
PO Box 20714
Greenville, NC 27858
252-714-3034
1

LEGEND:
= PROPERTY LINE R/W = RIGHT OF WAY
-ss- = SANITARY SEWER MAIN MBL = MINIMUM BUILDING LINE
-I I- = WATER MAIN EP = EDGE PAVEMENT
-•••- = TOP OF BANK ECM = EXISTING CONCRETE MONUMENT
= 100 YR FLOOD EIP = EXISTING IRON PIPE
----• = CONTOUR LINE
• = SEWER MANHOLE
N = GATE VALVE
44* = FIRE HYDRANT
= STORM DRAINAGE
■ = CATCH BASIN
= FLARED END SECTION

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Johnson, Kelly
From: Derrick Smith [[e-mail]]
Sent: Tuesday, February 02, 2010 3:10 PM
To: Johnson, Kelly
Subject: RE: Gracelyn Park, Section IV
Attachments: Property Info.jpg; Swale Design Information.jpg
Hi Kelly,
The reason the application was done in "Britt Development, LLC" was because that's how the town always referred to it
and I was trying to keep it simple for them. Not thinking what confusion it would create for you. Attached you will find
a property card that lists the owner as"Britt Development Co.of Archdale, LLC"and you already have the secretary of
state's most recent annual report with Dale's name. So we can either change the name on the application to the reflect
the property owner or we could even just use"Dale Britt" as the applicant. Whichever is easier.
You have the original and one copy.
Attached you will find the swale information, I apologize for it not being included.
Remaining item will be in a different email.
Thanks
Dexvcic&Smith, r�'i s
East Carolina Consulting, PLLC
PO Box 20714
Greenville, NC 7785R
252-714-3034
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Tuesday, February 02, 2010 7:10 AM
To: Derrick Smith
Subject: RE: Gracelyn Park, Section IV
The full size,stamped ones.
Thanks,
KJ
From: Derrick Smith [mailto:[e-mail]]
Sent: Monday, February 01, 2010 4:00 PM
To: Johnson, Kelly
Subject: RE: Gracelyn Park, Section IV
Kelly,
The Legend you are requesting, would that be for the full size drawings or the smaller color ones I included in the
application?
Thanks,
9 emidi Smith, Y.E.
1

East Carolina Consulting, PLLC
PO Box 20714
Greenville, NC 27858
252-714-3034
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Monday, February 01, 2010 9:56 AM
To: [e-mail]
Subject: Gracelyn Park, Section IV
Derrick,
We received this application and I went through it this morning. I have a few questions for you:
r/1.) LLC: The application lists"Britt Development, LLC" as the applicant and Dale Britt as the owner. The Secretary
of State does not have record of this LLC. After reading through the package, I believe that you intended to list
"BRITT DEVELOPMENT CO.OF ARCHDALE, LLC",and Dale Britt as the manager. Corporations and Limited
Liability Corporations must be registered with the NC Secretary of State,active and in good standing, in order to
receive a permit.The person signing the application for a corporation must be at least the level of vice
president.The person signing the application for an LLC must be either the Manager, if the LLC is manager-
managed,or a Member, if the LLC is member-managed.Additionally,the person signing the application must be
either listed in the Articles of Incorporation and identified with their title,or listed on the latest annual report
with their title.These documents can be downloaded from the Secretary of State website at
http://www.secretary.state.nc.us/Corporations/CSearch.aspx, and must be submitted with the application.
Please ensure that the spelling and punctuation of the LLC or corporation matches the Secretary of State's
records.
dY2.) Signatures: Original signatures are required. I cannot tell if the copy submitted is the original or a photocopy. If
you submitted the original, please indicate that in your response.
v.) Low Density Supplement: The supplement references an attached table summarizing the swale information, but
this table was omitted.
4.) Legend: Please include a legend showing all notations used such as the project area (the area to be permitted).
Q
We go through each package when it is received to ensure that we have all of the required information. If items have
been omitted,we ask that they be submitted by COB the following day(COB Tuesday)or we return the package.
Thanks,
Kelly
*** My email has changed to [e-mail]
K.eLL jJoh14.SOw
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Office: 910.796.7345
Fax: [phone]
2

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.
3

Gracelyn Park-Phase IV
Newport,NC
Swale design information based on the 10-year storm
6ramsge Ir�prev,,,,,11 air.T:11,2f 1 �`----- 91,.. 1
Swag Po.1 Area MN 1 Area i!I C 4 51opa Vr� VFy,y I7ep1r.
0C,41 I?cre) ter e1 t , 1,151 (%!. [fvxL 1441_ Sh),
1 1.81 0.59- 1.22 0.74- :3.66 '0.0055 .4.5_ 3.66 0.5
2 0.5 0.1.5 0.35 0.20 096 0.0077 4.5 0.96 0.5
3 0.76 014 0.52 0.31 1.51 0.0063`. 4.5 . 1.51. 0.5
4 0.52 0.21 0.31 015 1.21 0.0056 4,5 121 03
5 0.33 ' 0.11 0.22. . 0.14 0.68 A.0077 4.5 068.' - 0.5.
6 0.79 0.27 -0:52 - 0,3$ .1.65 0.0056 4.5 1.65 .-0.5•
7 - 4.12 1.29 2.83 - 1.65 8.12 ._0.003 -_ 4.5 _ 0.81 .1.2
8 4.48 1.38 - 3.1 - 1.78 2.74 0.005 43 0.44 1.83 --

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Project Name: 4'._ • A) ,,;A Reviewer: u di. ,.d Date: 0
Project Received Date: , 1_4 dou Acce•ted/Rejected rcle one
Project Location: ,. Etic Add info required ( es/i o), Date received:_ ,,
Rule(s) Subject (check all that appllyi•
'r mbols for com•letin• form: '✓'=Yes/OK 'x'= No/Deficient• 'n/a'or'\'or'/'
0 1995 Coastal V 2008 Coastal 0 Phase II 0 Universal
Paperwork:
Er-Check for$505 (must be no older than 6 months)
Sti---f❑ Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the rib from the NCSOS
o Either, 1.)The applicant is listed on the NCSOS with his/her correct title or, 2.)A notarized letter of
authorization hiDitteas been provided: / ® ;, (.,
lU Supplements (1 original per BMP). BMP type(s): )..l (.1—,) s' «Cgc 1'g 4 3 �" - t.
r� L &M with correct/original signatures (1 original per BMP, except level spreaders/filter strips and swales) -
wr Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized) a Neso
,,.i Soils report identifying the SHWT CottInC()
C Supporting calculations, signed & sealed (if necessary)
Receiving stream classification: - if SA or ORW also: Stficau
'ttl
o SA: USGS topo map with the site, the receiving waters and the % mile radius shown to scale. OK
o ORW: 575 ft of MHWL for Area of Environmental Concern and max BUA per rule. AOcui
Modifications: 1.) If built: Designer's Cert., 2.) If partially built: Partial Cert., 3.) If not built: No Cert. needed.
Development Type (check all that apply):
SY-Residential or 0 Commercial 0 Deed restrictions match?
Subdivision or 0 Single Lot 0 Deed restrictions match?
0 High Density or kerow Density 0 Deed restrictions match?
alek 0 Offsite project 0 Redevelopment 0 Modification 0 Exempt
NIA 0 NCGO2 (bulkhead) 0 NCGO3 (clear/grade) 0 NCGO4 (linear)
Dens;ty:
ii BUA calculations include common areas, clubhouse, sidewalks, etc.
I!' :UA %: db.8(o , Matches high/low density requirement for rule and receiving stream class.
lNo obvious math errors
.eif High Density: Design storm correct for rule and receiving stream class. L'-VA ...
Nan's, signed and sealed (2 sets): •
®—wo sets received al-"Layout (with proposed BUA dimensions) 0 S
rading ©'Drainage area map (all HD systems & curb outlet swales)61 C4tc
Er-Vicinity map Project Boundaries —�i 0 Legend
r Wetlands: w, g
er Delineated on plans o "No wetlands onsite" on plans
0 Details:
-- roads & Cul-de-sacs'3 t-'Curbing o
Offsite ProDe�ts. yrb outlet swales o Ruilriinr c (p,pts-or Condos)
® Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project.
0 restrictions have been recorded and a copy submitted for the Offsite BMP permit.
Lot size has not changed from what was approved under the Master Plan.
0 Correct lot number is referenced on the supplement form.
0 Offsite system is in compliance with its permit, if known.
Inffiltra - Projects:
O Soils report: SHWT, soil type, and expected infiltration rate are provided.
0 DWQ has conducted a site visit? Date:
Wet Iron : Permanent Pool Meets One of the Following:
,� is located no iower than 6" below the estimated SHWT.
0 Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for tree
drainage to the receiving waters under SHWT conditions.
Decision (check one):
O Complete: Return file to admin (Jo Casmer)to log in. (Stamped in received date = BIMS date)
0 Slightly incomplete: E-mail consultant, request information to be returned within one business day (24 hours after
request. Info requests on Friday, allow a return on the following business day). If info not returned, issue an
application return letter and give everything to admin. (Add info received date= BIMS date)
0 Substantially incomplete: Issue an application return letter and give everything to admin.

EAST CAROLINA CONSULTING, PLLC
Land Development& Engineering
Land Planning. Residential . Coastal Design . Environmental
LETTER OF TRANSMITTAL
TO:
Wilmington Regional Office RECEIVED
do Georgette Scott
JAN 2 7 2010
127 Cardinal Drive Extension
Wilmington, NC 28405 BY:
OFFICE 910-796-7215
FAX [phone]
FROM: Howard Nichols DATE: 1/26/10
RE:
GRACELYN PARK SUBDIVISION, Section IV
No. Description: (1-Original& 1-Copy each) Date:
1 $505, Britt Development Company,#1797 1/17/10
2 Storm Water Management Plan-Application 1/18/10
3 Storm Water Management-Drawings(2 sheets) 1/19/10
4 Subdivision Covenants,Conditions& Restrictions
(w/Storm Water Management Supplements) (not dated)
5 Deed 5/15/07
6 Articles of Inc. 4/14/08
Note:
Please give us a call if you need anything else, thank you.
Signed: 7/Af A"424
Cc Dale Britt
PO Box 20714. Greenville, NC. 27858
Dcs 252.714.3034 Hgn 252.327.9623 Fax [phone]

08/65/2009 07:05 2528080221 BRITTDEVELOPMENT PAGE 05
(t'nt},ttr .;t1
BWC: Date ! E /'} M..07 ; n7
CARIERET COUNTY Thh !no :r:d;i :; ::: f ``
3�a 5/l5I2ua7 this Cole and erne aof; in the �:ia+a!; owl �`:r, . . €;?
$794 N cm itr* ir:.t a'-ge higeo!. 1 s•..
""Ye Real Estate
i
L
. / Exelae TaxJV
\di DO :re :NO.:-
T.IN A GF,N'F.RAT.WARRANTY T)FET)
Parcel# 3'i'4 7 t 51 Excise Tax$ 911
Prepared by: rho Harris Lax Pima, PLLC
NO TITLE SEARCH OR CLOSING PERFORl D ST THIS FIPM
This Deed made this the day of May, 2007, by and between RJP NEWPORT
CORPORATION, a North Carolina .Corporation, hereinafter "Grantor" and BRITT
DEVELOPMENT CO. OF ARCHDA.L,E.} LLC, a North "arolina Limited Liability Company,
whose address is 1)() ( . ,k(OYe he9c1 ., hereinafter "Grantee.
The designation Grantor and..Grantee as used. herein shall.mclude said parties, their heirs,
successors,and assigns,and shall include singular,plural,masculine,feminine or neuter as required
by context.
•
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in Newport Township, Carteret
County,North Carolina and more particularly described as follows:
SEE EXHIBIT A
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 fcbr the exceptions hereinafter stated. .;13001
- . r� �, ; 'ems`:. � �'�1�-- "�

08/05/2009 07:05 2528080221 BRITTDEVELOPMENT PAGE 06
Title to the property hereinabove is subject to the following exceptions:
. Restrictive Covenants of record.
2. Public utility easements of record.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its
corporate name by its duly authorized officer and by authority of its Board of Directors,the day and
year first above written.
RIP NEWPORT CORPORATION
By: C .0
David Ray Murdoch,President
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, Lucy E= Dean , a Notary Public of the aforesaid County and
State, do hereby certify that David RayMurdoch personally came before me this day and
acknowledged that he is the President of RIP NEWPORT CORPORATION, and that by authority
duly given and as the act of the corporation,the foregoing instrument was signed in its name by him
as President.
WITNESS my hand and official stamp or seal,this the. 1th day of May,2007.
NOT PUBLIC
_Lucy E. Dean
Typed or Printed Name of Notary Public
My Commission Expires: 9/21/08
I-1 , '<r S 1
. F.• fM1
r•
FAMSCAce\documentsiDEEL7S Coocelyn Park\1UP to Britt Dev.doc nt�

08/05/2009 07:05 2528080221 BRITTDEVELOPMENT PAGE 07
r '
EXHIBIT A-RJP NEWPORT CORPORATION
TO BRITT DEVELOPMENT OF ARCHDALE,LLC
BEGINNING FROM AN EXISTING IRON PIPE, SAID POINT OF BEGINNING BEING
LOCATED N 66 50'06"E, A DISTANCE OF 970.68 FROM A SOLID IRON STAKE, THE
REFERENCE POINT ALSO BEING THE SOUTHWEST CORNER OF LOT 1 PHASE 1
GRACELYN PARK,THENCE BEING LOCATED N 66 50'06"E,A DISTANCE OF 566.90'
FROM A SOLID IRON STAKE, THE REFERENCE POINT ALSO BEING THE
SOUTHEAST CORNER OF LOT 12 PHASE 1 GRACELYN PARK, THENCE
COMMENCING FROM SAID POINT, BEING THE POINT OF BEGINNING AN
EXISTING IRON PIPE, THENCE N 66 50'06" E, 357.30 FEET TO A POINT, THENCE N
23 09'54" W, 102.92 FEET TO A POINT, THENCE N 43 57'24" E, 125.22 FEET TO A
POINT, THENCE N 46 02'36" W, 429.13 FEET TO A POINT, THENCE N 23 29'16" W,
458.60 FEET TO A POINT, THENCE N 63 48'14"E, 500.56 FEET TO A POINT, SAID
POINT BEING IN THE CENTERLINE OF THE ATLANTIC & EAST CAROLINA
RAILROAD, THENCE WITH THE CENTERLINE OF THE RAILROAD S 23'29'16" E,
1488.70 FEET TO A POINT IN THE CENTERLINE OF THE ATLANTIC & EAST
CAROLINA, THENCE LEAVING THE CENTERLINE OF THE RAILROAD S 70
19'10"W, 118.12 FEET TO A POINT, THENCE S 40 48'46" W, 233.47 FEET TO A
POINT, THENCE S 79 19' 10" W, 129.47 FEET TO A POINT, THENCE N 89 09'
10" W, 192.10 FEET TO A POINT, THENCE N 76 42' 18" W, 216.57 FEET TO A
POINT, THENCE N 15'07"W, 161.85 FEET TO A POINT,THENCE N 38 30'38"W.
165.74 FEET AND THE POINT OF BEGINNING; CONTAINING 19.27 ACRES,
MORE OR LESS. THIS CONVEYANCE IS SUBJECT TO ANY PORTION OF THE
ABOVE PROPERTY LOCATED WITHIN THE RIGHT OF WAY OF THE ATLANTIC
AND EAST CAROLINA RAILROAD.
ALSO CONVEYED ARE ALL RIGHTS RESERVED IN FAVOR OF DECLARANT IN
THAT DECLARATION OF ORACELYN PARK SUBDIVISION RECORDED IN BOOK
1155 AT PAGE 253, AS AMENDED IN BOOK 1 I80, PAGE 103, CARTERET COUNTY
REGISTRY, INCLUDING BUT NOT LIMITED TO THOSE RIGHTS RESERVED IN
ARTICLE THREE AND ARTICLE NINE TO ANNEX ADDITIONAL PROPERTY TO THE
SUBDIVISION.
FAMSOfFoeldoeumemsVoloARlP-BRITT DESC..doc
"'"tf.s..n *r 1/4,36,q
(tea.: w:. •,,.

STORMWATER MANAGEMENT PLAN
FOR
GRACELYN PARK
PHASE IV
IN
NEWPORT TOWNSHIP
CARTERET COUNTY
NORTH CAROLINA
DATE: JANUARY 19 2010
,a‘tlIC Mr**
40-- t7igif, ;. -
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E.
.•� E L 1
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114)°,174C.46,
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►/,alADI°
Prepared by: IZECEIVED
East Carolina Consulting, PLLC
PO Box 20714 2 7 2010
Greenville, NC 27858 BY:
[phone]

NARRATIVE
The Gracelyn Park—Phase IV property is located in Newport,NC at the end of Edgewood
Avenue in the town of Newport. The project is located on a 19.26 acre site and has 18
single-family residential lots. Development will include stripping topsoil and debris from the
lots and right-of-ways,roadway construction, water main and sanitary sewer main
construction,and storm drainage features.
The Town of Newport will provide water and sanitary sewer.
The current use of the proposed site is open land with grassy areas, small trees, and wetlands.
All stormwater runoff from the site will be diverted to concrete roll over type curb and to
existing grass swales. These swales drain to Snows Swamp Branch(Class C). All drainage
areas will achieve diffuse flow prior to entering Snows Swamp Branch or any associated
wetlands.
One drainage basin has been identified on this site.
Attachment A is a table listing the lots,the area of the lots,and the allowable impervious area
per lot. The amount of allowable impervious area per lot for the landowner to utilize over
and above the roadways will be an adjusting amount from 3,600 square feet to 36,000 square
feet,however none will exceed 24%of the lot area.
The area of the subdivision is 19.26 acres. The total impervious area for the subdivision is
approximately 4.02 acres,which is 20.08%of the total area.
The predevelopment rate of runoff for the subdivision is calculated as 39.1 cfs and the post
development rate of runoff is calculated as 40.1 cfs.
The predominate soil types obtained from Soil Survey fdr Carteret County,North Carolina,
are:
Ly—Lynchburg fine sandy loam
MA—Masontown mucky loam, frequently flooded
On—Onslow loamy sand
Pa—Pantego fine sandy loam
To—Torhunta mucky fme sandy loam
Lynchburg fine sandy loam, somewhat poorly drained. The seasonal high water table is at a
depth of 6 to 18 inches. The available water capacity is moderate,permeability is moderate,
and the shrink swell potential is low.
Page -2 -

Masontown mucky loam,frequently flooded,very poorly drained. The seasonal high water
table is at a depth of 0 inches. The available water capacity is moderate,permeability is low,
and the shrink swell potential is low.
Onslow Loamy sand,moderately well drained. The seasonal high water table is at a depth of
18 to 36 inches. The available water capacity is moderate,permeability is moderate, and the
shrink swell potential is low.
Pantego fine sandy loam, very poorly drained. The seasonal high water table is at a depth of
0 to 12 inches. The available water capacity is high,permeability is moderate, and the shrink
swell potential is low.
Torhunta mucky fine sandy loam,very poorly drained. The seasonal high water table is at a
depth of 0 to 12 inches. The available water capacity is low,permeability is moderately
rapid,and the shrink swell potential is low.
Page - 3 -

APPENDIX
Lot Calculations See Attachment A
Supporting Calculations See Attachment B
USGS Quad Map Section See Attachment C
USDA Soils Map Section See Attachment C
Stream Classification See Attachment C
Page-4 -

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ATTACHMENT B
Page-6 -

Erosion Control Calculations
Project Gracelyn Park-Phase IV
Date 19-Jan-10
Evaluate for 10-year storm
Existing Conditions(Disturbed Area Only)
Type Area (ac) C factor CA
Undeveloped land 19.26 0.35 6.74
Woods 0 0.10 0.00
Gravel 0 0.60 0.00
Pavement 0 0.95 0.00
Buildings 0 0.75 0.00
Grass 0 0.15 0.00
Marsh 0 0.10 0.00
19.26 6.74
Overland sheet flow use manning's kinematic solution
Tc= .007(nL)".8
P2".5 S".4
Mannings n 0.035
Flow Length 400
10-year 6 Hour Rainfall 4.61
Land Slope, S, ft/ft 0.004
Tc, Hour- 0.25
Tc, min = 14.71 thus i= 5.8 From IDF curve
Q =CiA
Q= 39 10 cfs
Proposed Conditions(Disturbed Area Only)
Type Area (ac) C factor CA
Undeveloped land 4.39 0.35 1.54
Woods 0 0.10 0.00
Gravel 0 0.60 0.00
Pavement 0.77 0.95 0.73
Lot Coverage 13.53 0.45 6.09
Grass 0.57 0.15 0.09
Marsh 0 0.10 0.00 �C�.����,�
19.26 8.44 110%
Overland sheet flow use manning's kinematic solution
Tc= .007(nL)".8 x�V
P2".5 SA.4
Mannings n 0.025
Flow Length 575
10-year 6 Hour Rainfall 4.61
Land Slope, S, f v�ft rt
Tc, Hour= 0.25
Tc, min = 15.02 thus i = 4.75 From IDF curve
Q = CiA
Q = 40.10 cfs

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Project: Gracelyn Park- Phase IV
Date: 19-Apr-10
Time of Concentration
SUB-BASIN ELEV.
LENGTH (FT) DIFFERENCE SLOPE Tc
INLET POINT ' OUTLET POINT (L] (FT) [H]
Culvert 1 Inlet Culvert 1 Outlet 175 0.44 0.0025 4.18
Roadside Swale 1 Swale 1 501 2.76 0.0055 6.93
Roadside Swale 2 Swale 1 438 1.31 0.0030 7.89
Roadside Swale 3 Swale 1 451 1.35 0.0030 8.07
Roadside Swale 4 Swale 1 487 2.68 0.0055 6.78
Swale 1 inlet Existing Ditch 140 0.42 0.0030 3.28
Existing Ditch Culvert 1 inlet 335 1.01 0.0030 6.42
APR 262010
By,

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Name of Stream Description Curr. Class Date Basin Stream index#
Broad Creek From source to Bogue SA;HQW 06/01/56 White Oak 20-36-7
Sound
West Prong Broad From source to Broad SA;HQW 06/01/56 White Oak 20-36-7-1
Creek Creek
Hannah Branch From source to West SA;HQW 06/01/56 White Oak 20-36-7-1-1
Prong Broad Creek
Sandy Branch From source to Hannah SA;HQW 06/01/56 White Oak 20-36-7-1-1-1
Branch
Wolf Branch From source to West SA;HQW 06/01/56 White Oak 20-36-7-1-2
Prong Broad Creek
East Prong Broad From source to Broad SA;HQW 06/01/56 White Oak 20-36-7-2
Creek Creek
Gales Creek From source to Bogue SA;HQW 06/01/56 White Oak 20-36-8
Sound
East Prong Gales From source to Gales SA;HQW 06/01/56 White Oak 20-36-8-1
Creek Creek
Jumping Run From source to Bogue SA;HQW 06/01/56 White Oak 20-36-9
Sound
Roosevelt All of the fresh C;Sw,ORW 06/01/88 White Oak 20-36-9.5-(1)
Natural Area waters within the
Swamp property boundaries of
the natural area
including swamp
forest, shrub swamp
and ponds
Roosevelt All of the saline SA;Sw,ORW 06/01/88 White Oak 20-36-9.5-(2)
Natural Area waters within the
Swamp boundaries of the
natural area including
brackish marsh and
salt marsh
NEWPORT RIVER From source to Little C 06/01/56 White Oak 21-(1)
Creek Swamp
NEWPORT RIVER From Little Creek SA;HQW 06/01/56 White Oak 21-(17)
Swamp to Atlantic
Ocean with exception
of Morehead City
Harbor restricted area
Smiths Swamp From source to Newport C 06/01/56 White Oak 21-10
Branch River
Deep Creek From source to Newport C 09/01/74 White Oak 21-11
River
Laurel Branch From source to Deep C 09/01/74 White Oak 21-11-1
Creek
Little Deep Creek From source to Deep C 09/01/74 White Oak 21-11-2
Creek
Snows Swamp From source to Newport C 06/01/56 White Oak 21-12
Branch River
Sandy Branch From source to Newport C 06/01/56 White Oak 21-13
River
Lodge Creek From source to Newport C 06/01/56 White Oak 21-14
River
Page 3 of 16 2010-01-09 07:16:47

„° R'uroT^ E-Filed Annual Report
a -1-0-5012257
LIMITED LIABILITY COMPANY For year 2008
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REPORT
NAME OF LIMITED LIABILITY COMPANY: BRITT DEVELOPMENT CO.OFARCHDALE,LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C.ID NUMBER: 0467234
NATURE OF BUSINESS: Real Estate Development
REGISTERED AGENT: BRITT,R.DALE
REGISTERED OFFICE MAILING ADDRESS: P.O.Box 235
Morehead City,NC 28557
REGISTERED OFFICE STREET ADDRESS: 2012 Shepard Street
Morehead City,NC 28557A11 County
PRINCIPAL OFFICE TELEPHONE NUMBER: 252-247-5119
PRINCIPAL OFFICE MAILING ADDRESS: P.O.Box 235
Morehead City,NC 28557
PRINCIPAL OFFICE STREET ADDRESS: 2012 Shepard Street
Morehead City,NC 28557
MANAGERS/MEMBERS/ORGANIZERS:
Name:R.Dale Britt
Title:Manager
Address:
P.O.Box 235
Morehead City,NC 28557
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
R.Britt
04/14/2008
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
R.Britt Manager
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