SW8050114_Historical File_20050425

Crystal Coast Engineering_ PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: cryatalmasteng@bi2mrrcorrr
APR 2 J 2005
April 18, 2005
Y:
Mr. Gary H. Beecher
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 050114
Morada Bay Section III
Carteret County
Dear Mr. Beecher,
We are in receipt (as of April 7, 2005) of your Request for Additional Information dated
March 10, 2005 for the referenced project. We provide the following information to allow you to
continue the stormwater review (item number corresponds to your original Request):
1. Added level spreader to swales where they enter into the wetlands.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concerns, please feel free to
contact me.
Yours
Qavid K. Newsom, PE
CRYSTAL COAST ENGINEERING
cg: Inland Properties Group, LLC

Re: h ,)rada Bay Section III
Subject: Re: Morada Bay Section III
From: Linda Lewis <[e-mail]>
Date: Thu, 07 Apr 2005 11:56:39 -0400
To: Dave Newsom <[e-mail]>
Dave:
I will refax Gary's March 10, 2005 comments for Section III. They were previously
faxed to you on March 11, 2005, to 910-325-0600, and confirmed. Is this your
correct fax number? If not, please advise.
The project site has a large expanse of wetland which is forcing all the
development on the upland area, creating a pocket of high density. The runoff from
the upland area is being directed into the wetland as compensation for the creation
of a pocket of high density. A flow spreader at the end of the swale is just one of
those extras that we require for projects that are creating a pocket of high
density. Of course, if you don't want to put in the flow spreaders, we can always
require a wet pond.
Linda
Dave Newsom wrote:
Linda,
The application for this project was mailed on January 10, 2005 (not sure
what date received by your office). The only comments we have received were
from you, not Gary, and dated 1/18/05 (copy attached).
We have received nothing from either you or Gary since 1/18/05. I am a
little confused as to why a flow spreader mechanism would be necessary.
This is a low density project and no engineered system (pond or
infiltration) is proposed.
If Gary has comments, please have him forward to me and I will address. The
owner is eager to begin construction.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]] Sent: Tuesday, April 05, 2005
3:21 PM
To: Dave Newsom
Subject: Re: Morada Bay Section III
Dave:
Gary had the project. He faxed you a request for additional information on March
11, 2005, requesting that you add flow spreaders to the plans. Are you getting
your sections mixed up? Section III was not even received until January 21,
2005, so it's not possible to have review comments dated 18th January.
Linda
Dave Newsom wrote:
What is the status of this permit? According to my files, you had
comments dated 1/18/05. We responded on 1/21/05 with revised proposed deed
restrictions.
1 of 2 4/7/2005 11:58 AM

Ffteb TO NVE NEw-10w4
ANY ow Mf%lRX 10 %oaf
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
March 10, 2005 Alan W. Klimek, F.E., Director
Mr. Travis Tyndall, Manager
2894 Belgrade-Swansboro Rd.
Maysville, NC 28555
Subject: Request for Additional Information
Stormwater Project No.SW8 050114
Morada Bay Section III
Carteret County
Dear Mr. Tyndall:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Morada Bay Section Ilf on January 21, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review:
1. A flow spreader mist be undl►ized where Ilse swales enter into th, e wetlau&. Please send us (2,)
copies o,fpage one of fl e plans tatshow where theJ caw spreader-, wi!l be iaed.. rtharrlr You
Please note that this request for additional information is in response to a ppreliminary review.
The requested information should be received by this Office prior to April 10, 2005, or the
application will be returned as incomplete. The return of a project will necessitate re -submittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail 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 Staie 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].
Sincerely,
) I feecher
�Gary - .
Environmental Technician
EB/ghb: S.\WQS\STORMNA7AT\ADDII, FO\2003\050114
cc: David Newsom, P.E (Crystal Coast Engineering)
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] / FAX: [phone] / Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Nne
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Nawally

P. 1
COMMUNICATION RESULT REPORT ( MAR.11.2005
FILE MODE OPTION ADDRESS (GROUP)
------- --------------------------------------------------------------
546/ MEMORY TX 9-19103250600
REASON FOR ERROR
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RESULT PAGE
--------------------------
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4�v MA1r.CM IIO �.t+aS
N
CDR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G, Ross, 4r., Secretary
Alan W. Klimek, N.E., Director
March 10, 2005
Mx. Travis Tyndall, Manager
2894 Belgra-Swansboro Rd.
Maysville, NC 28555
Subject: Request for Additional Information
Stormwater Project No.SW8 050114
Morada Bay Section III
Carteret County
Tear Mr. Tyndall:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Morada Bay Section IdI on Jant=y 21, 2005. A relip#&-y review of that information has
deterred that the application is not complete. The following information is needed to continue
the smnwater review:
r. A ow spreader must be utilized where the swales enter into the wetlands. Please Sand 10' (2) -
copies ofpage one of the plans that show where the flow spreaders will be used. Thank You
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 10, 2005, or the
application will be returned as incomplete. The return of a project will necessitate re -submittal of
all required items, including the application fee.
Tf vnn need addhinnal time to ciil-imit the iiAhrmai'.intt_ n1ea.ce mAil nr fax vnim rmie,0 fnr A

■
JAN 21,2005 11:08
000-000-00000
Page 1
3817-3 Freedom Way
Hubert, N.C. 28539
TO [phone]
Fax: [phone]
To: Linda Lewis From Jeanie Clinkinbeard
Fax: [phone] Pages: 5;
Phone: [phone] t)atet 4 11909) 6
:. Y. •:, ra Sf utY
Re: Morada Bay Section III CC:
❑ Urgent ❑ For Review 0 Please Corranent ❑ Please Reply ❑ Plasm Recycle
We are in receipt of your email of January 18, 2005 and provide the attached revised proposed deed
restrictions per your request.
We are hopeful that this response addresses all concerns and that the permit can be issued in the near
future. Should you have questions or additional concerns, please feel free to contact us.
RECEIVED
JAN 21 203
PxOJ # DWQ O C61 I q

Re: Morada Bay Section III
From: Linda Lewis [[e-mail]]
Sent: Tuesday, January 18, 2005 5:53 PM
To: Dave Newsom
Subject: Deed restrictions & Morada Bay Sec. III
Dave,
Please do not use the deed restriction statements on the application form
anymore. They are not sufficient to satisfy the requirements.
Please begin using the statements from the attached documents.
Please revise the Morada Bay III deed restrictions and submit them. The
application for Section III cannot be accepted until the restrictions are
correct.
The permits for Sections I and II are still waiting for additional information
and have not yet been issued.
Linda
2 of 2 4/7/2005 11:58 AM

3817-3 Freedom Way M
Hubert, N.C. 28539
Tel: [phone]
Fax: [phone]
tj7eov ►-:I I L1 r i
To: Linda Lewis
NC Division of Water Quality
127 Cardinal Drive 6d.
Wilmington, NC 28405
ft Morada Bay Section III
From: David K Newsom
to
Date: January 2005
N�o
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Cali='� 1
Two (2) copies Stormwater Permit Application & Supplements
Two (2) copies Stormwater Treatment Narrative
One (1) copy proposed Deed Restrictions
Two (2) sets plans
One (1) check in the amount of $420
RECEIVED
Submitted for review & approval JAN 21 2005
PROD # 0 1 1

Stormwater Treatment &
Erosion Control Narrative
Morada Bay Section !I!
Inland Properties Group, LLC proposes to construct a twenty six (26) lot residential
subdivision on a 18.04 acre tract located near the intersection of NC 24 and J Bell Lane just
east of Goose Creek in the White Oak Township, Carteret County. The site is currently
undeveloped (wooded and agricultural).
The project site is located adjacent to Sikes Branch (SA:HQW) and Bogue Sound
(SA:ORW) in the White Oak Basin. The proposed development activities are low density
(BUA=25%).
Proposed impervious areas are as follows:
Buildings
Streets
Parking
Sidewalks
Other
Reserve for Future
Total
Site
Offsite
Total
128,287 sf
-0-
128,287 sf
41,144 sf
-0-
41,144 sf
-0-
-0-
-0-
-0-
-0-
-0-
-0-
-0-
-0-
-0-
-0-
-0-
169,431 sf -0- sf
169,431 sf
Site topography is gently sloping (0 — 5%) generally toward the northerly boundary of the
tract. Soils are loamy sand/sandy loam.
The entire area designated within "Clearing Limits" will be disturbed during initial
construction. The developer intends to construct homes on lots upon conclusion of
infrastructure (roads, drainage, water & sewer).

Swale Calculations
Project: Morada Bay Section ill
By: DKN
Procedure:
Adjust y until 4, = z,,.y
Where: Let
B = bottom width n = 0.03
y = trial depth
A=By+My2 M = 3
P = B + 2y(1+M2)1,7
R=A/P
z, = ARm
Use:
n = .02 for earth lined
n = .03 for mowed grass
n = .05 for unwowed grass
n = .013 for concrete lined
Location
Q10
S
zr
B
y
A
P
R
Zee
VEL
Roadside Swale Lot 21
Roadside Swale Lot 5
Swale Lot 46/51
Roadside Swale Lot 4
Roadside Swale Lot 44
Swale Lot 44/45
Swale Lot 37/38
Roadside Swale Lot 4
oadside Swale Lot 4
eg Fitter 1 (4,$5 r)
JVR
Veg Filter 2,y�/
2.10
2.10
10.80
5.40
5.40
6.30
6.60
3.20
3.30
10.80
6.30
0.0119
0.0119
0.0025
0.0050
0.0050
0.0025
0.0025
0.0050
0.005Q
0.0025
OA025
' -" ° •`
h;
A,
-,4
..:
:`,st x
=:
0
0
0
Q
0
0
0
0
0
5
5
0.56
0.56
1.39
0.94
0.94
1.13
1.15
0.77
0.78
0.82
0.61
0.94
3.54
3.54
8.76
5.94
5.94
7.16
7.29
4.88
4.93
10.19
8.88
�
0.27fig
0.27
0.66
0.45
0.45
0.54
0.55
0.37
0.37
0.60
0.47
tom##
`¢ '# .:
'_ .442.04
'- :i
'° `
--0,
":
- .:
.,......
' • .. ,. '
2.23
2.23
1.88
2,04
1.64
1.66
1.79
1.81
1.77
1.50
0.94
5.75
2.65
2.65
3.84
3.98
1.78
1.83
6.12
4.19
######
t /1

Swale Calculations
Project: Morada Bay Section III
By: DKN
Procedure:
Adjust y until za„ = zfeq
Mare: Let.
B = bottom width n = 0.03
y = trial depth
A=By+My2 M= 3
P = B + 2y(1+Mz 112
R=A/P
z., = AR23
Use:
n = .02 for earth lined
n = .03 for mowed grass
n = .05 for unwowed grass
n = .013 for concrete lined
Location
Roadside Swale Lot 2
Roadside Swale Lot 5
Swale Lot 46/51
Roadside Swale Lot 4
Roadside Swale Lot 4
Swale Lot 44/45
Swale Lot 37138
Roadside Swale Lot
Roadside Swale Lot 41
Veg Fitter 1 (�?
Veg Filter1Z(,4y/gfi)
Q,a
2.10
2.10
10.80
5.40
5.40
6.30
6.80
3.20
3,30
10.80
6.30
S
0.0119.
0.0119
0.0025*
0.0050
0.0050
0.0025
0.0025
0.0050
0.0050
0.0025
0.0025
Zq
;-'
04111
'
.., ` ''
; *
Ar
.. ,_
::"`
B
0
0
0
0
0
0
0
0
0
5
5
y
0.56
0.56
1.39
0.94
0.94
1.13
1.15
0.77
0.7$
0.82
0.61
A
0.94
P
3.54
3.54
8.76
5.94
5.94
7.16
7.29
4.88
4.93
10.19
8.88
R
0.27
0.27
0.66
0.45
0.45
0.54
0.55
0.37
0.37
0.60
0.47
######;
ZnF
-
:'`, .
}
_.".-1
t
: ". "A; #
r:-
VEL
2.23
2.23
1.88
2.04
2.04
1.64
1.66
1.79
1.81
1.77
1.50
0.94
5.75
2.65
2.05
184
3.98
1.78
1.83
6.12
4,19
M