SW8050108_Historical File_20050125

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO N oe- V R
fMt{ycr ha.i Dr. X .
W i Iwwa q-(1, NC 2.8405
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
[LIE IEn OF 4 D ° a93IMtu 044Qd
DATE
O
JOB NO_ � l
�7/
ATTENTION��i �I Y
!!
RE:
&au v-4 V idl
-swe 0501 OR
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
I
CVVtV_ L.F {der
Rcw is'l S. S47HrVIS
I"
a T4 a SWV'10
RE
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
OAsrequested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
0
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
C
SIGNED:
If enclosures are not as noted, kindly notify us at -

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
January 24, 2005
Ms. Christel Graham
NCDENR-Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Additional Information
Old Beaufort Village — Phase 5
SW8 050108
Dear Ms. Graham,
JAN 2 5 2005
I am in receipt of your letter dated January 19, 2005 for the above referenced project
requesting additional information to continue your review. 'The information requested
has been addressed as follows:
1. The sidewalks have been added to the typical road cross sections and are
included on the enclosed drawings. All sidewalks to be constructed have been
included in the built -upon calculations. Since the sidewalks will be inside the
right-of-ways I have shown the impervious only under the sidewalk portion of
the application which was modified. The 23,360sf was included in error
under the wrong box in the application and has been revised and is attached
with this submittal.
2. The swale calculations have been revised to the actual dimensions of each
swale and are attached. The proposed swales were calculated correctly,
however the information for the bottoms and side slopes for each swale were
not represented properly.
If you have any additional questions or concerns, please do not hesitate to contact me.
Sincerely,
J�4 - 4U��ZA__.,,
Ginger, unner, E.I.
107 COMMERCE ST HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Q.V1rATq
Michael F. Easley, Governor
QG:
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 19, 2005
GaryA. Mercer, President
Mercer Building Company
106-B Professional Park Drive
Beaufort, NC 28516
Subject: Request for Additional Information
Stormwater Project No. SW8 050108
Old Beaufort Village- Phase 5
Carteret County
Dear Mr. Mercer:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Old Beaufort Village- Phase 5 on January 19, 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. Please add the sidewalks as indicated on the site plan to the street details. For
example, the site plan indicates that Professional Park Drive has a sidewalk on one
side, but no sidewalk is indicated on the Professional Park Drive detail. Please
revise the detail to show the sidewalk. Also, the site plan indicates that Calhoun
Street has sidewalks on both sides of the street, but the detail shows sidewalks on
only one side, Either change the wording of the detail to read, "4' Sidewalk, typical
both sides" or add sidewalks to both sides of the street detail. Please add sidewalks
as appropriate to the typical residential street cross-section detail. Please include all
sidewalks in your built -upon area calculations.
2. The General Grading and Stormwater Management gent Plan indicates that Swale #4
has a 2' bottom width and that Swale #3 has a 10:1 side slope. However, the Swale
Design Data Table indicates that all swales have 10' bottom widths with a 5:1 side
slopes. Please revise the information in the Swale Design Data Table Calculation to
reflect the actual bottom widths and side slopes.
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 February 2, 2005, 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 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 60 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 143415.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr,state.nc.us ne
1V ithCarohna
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper lXtllx�l��

Mr. Mercer
January 19, 2005
Stormwater Application No. SW8 050108
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].
Sincerely,
Christel Graham
Environmental Engineer
RSS/clg: S:IWQSISTORMWATIADDINFO120051050108.jan05
cc: Ronald D. Cullipher, P.E., Stroud Engineering, P.A.
Christel Graham
Page 2 of 2

P. 1
FILE MODE
--------------
368 MEMORY T
COMMUNICATION RESULT REPORT ( JAN.19.2005 6:27PM ) * * *
TTI NCDENR WIRO
___OPTION_ ADDRESS (GROUP) R�T PAGE
------------
912522474098
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-41NO'FACSIMILE CONNECTION
State of North Carolina
Department of En^viror=ent and Natural Resources
Wilmington Regional Off ce
Michael F. r, asley, Gov=or William G. Ross Jr., Secretary
FAX COVER SHEET
Date: d No. Of Pages;
To: atl l [ r From: a-m
CO: ' 4m, r 0 CO:
FAX :��4 40qpA FAX#: 9 0-3So,2oo4
! REMARKS
127 Cardinal Drive Eateesian, WUNIN ton, N.C. 28403.384M TOlephono (910) 39&3900 Fax [phone]
An Equal Opportunhy AffirtnatlyeAetion Emplayer
P . 3/3

CURB AND GUTTER ANALYSIS FILE: S:IWQSIC&G1050108
PROJECT NUMBER: 050108 DATE: 19-Jan-05
PROJECT NAME: Old Beaufort Village- Phase 5
RECEIVING STREAM: Gabie Creek CLASS: SA
DRAINAGE BASIN: White Oak INDEX:
A= BY+MY
P= B + 2Y (1 + M^2)^0.5
R= A/P
i, in/hr= 7
n= 0.027
M= 5
FLOWRATE / VELOCITY COMPUTATION
Q=CiA
<=.05
V=Q/A
Swale #
DA
BUA
C
Q
Slope
Velocity
acres
acres
cfs
ifp-SI
1
5.997
2.282
0.50
20.86
0.002
1.80
2
2.784
1.239
0.55
10.66
0.002
1.46
3
3.115
1.103
0.48
10.38
0.002
1.45
4
2.616
0.945
0.48
8.82
0.008
2.59
5
#DIV/01
#DIV/0!
#DIV/0!
6
#DIV/01
#DIV/0!
#DIV/0!
7
#DIV/0!
#DIV/0!
#DIV/0!
8
#DIV/0!
#DIV/0!
#DIV/0!
9
#DIV/0!
#DIV/0!
#DIV/0!
10
#DIV/0!
#DIV/0!
#DIV/0!
NORMAL DEPTH COMPUTATION
SWALE # B Y A P R Zav Zre a-,
1
10
0.82
11.56
18.36
0.63
8.49
8.45
2
10
0.57
7.32
15.81
0.46
4.38
4.32
3
10
0.56
7.17
15.71
0.46
4.25
4.21
4
2
0.65
3.41
8.63
0.40
1.84
1.79
5
0.00
0.00
#DIV/0!
#DIV/01
#DIV/0!
6
0.00
0.00
#DIV/0!
#DIV/0!
#DIV/0!
7
0.00
0.00
#DIV/0!
#DIV/0!
#DIV/0!
8
0.00
0.00
#DIV/01
#DIV/0!
#DIV/01
9
0.00
0.00
#DIV/0!
#DIV/0!
#DIV/01
10
0.00
0.00
#DIV/0!
#DIV/0!
#DIV/0!
GRASS COVER SPECIFIED ON PLANS:
ALLOWABLE VELOCITY, fps, for slopes 0%-5%, easily erodible soil:
Bermuda 5 Bluearass 4.5
Fescue 4.5 Legume 3.5
Bahia 4.5
COMMENTS

Page 1 of 1
North Carolina
Elaine ' rssfl EFWRT !1 E T oi�'­m>'
Secretary Z�ECRETARY of STAT
*Corporations Home
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Date: 1 /19/2005
Click here to:
View Document Filings I
OrlPrint apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
Mercer Building Legal
Company
Business Corporation Information
SOSID:
FID:
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Registered Agent
Agent Name:
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Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Stock
0094053
561357426
Current -Active
4/16/1982
Domestic
NC
Perpetual
Mercer, Gary a
1009a Onsville Drive
Jacksonville NC 28546
1009a Onsville Drive
Jacksonville NC 28546
1301 Lennoxville Rd
Beaufort NC 28516
1301 Lennoxville Rd
Beaufort NC 28516
Class Shares No Par Value Par Value
COMMON 100000 1
For questions or comments about the North Carolina Secretary of State's web site, please send a -mail to Webmaster.
h"://www.secretary.state.nc.us/Corporations/Corp.aspx?PItemId=4752725 1/19/2005

SOSID: 0094053
Date Filed: 8/2/2004 4:25:00 PM
CO-479 (42) Business Corporation Use this Elaine F. Marshall
`9-19-03 North Carolina Annual Report Contact North Carolina Secretary of State
Annual Re 2004 215 02135
Liability Pa
Nei ieofCorporation: MERCER BUILDING COMPANY
Ste a of incarporation: NC Fiscal Year Ending: 12 31 03
Month l Day / Year
Secretary of State Corp. ID Number: 0094053 Federal Employer ID Number: 5 6 —13 5 7 4 2 6
If t Is is the Initial annual report filing, you must complete the entire form. if your business corporation's
Inft irination has not changed since the previous report, check the box and complete Line 7 only.
1. Registered agent & registered office street address: (Must be a North Carolina Address)
Name:
Street Address:
City, State, Zip Code:
2. Mailing address if different from street address:
Mailing Addre
City, State, Zip Code:
3. If registered agent changed, signature of new agent:
4. Enter principal office address here and telephone number here:
Street Address:
City. State, Zip Cade:
5. Briefly describe the nature of business:
6. Enter name, title, and business address of principal officers here.
Complete Form CD-479A to list additional principal officers
7.
County:
(signature constitutes consent to the appointment)
Telephone:
I Name: Tftle: I
Address:
I city. State: Zlp:
Name: Title:
Address:
Crc State:
Zip:
Name: Title:
Address:
City: State: Zip:
ertification of annual report (Must be completed by all corporations).
9 _ 2- 1-2- d
re (Form must be signed by an oRioer of corporation) Date
""�
Type or Print Name Title
110

CAR4
STATE OF NORTH CAROLINA
ANNUAL REPORT
INCLUDE *10.00 FILING FEE
PAYABLE TO N.C. SECRETARY
OF STATE.
CORP ID- 0 094053
FILING NO- A 0 0 4
STATE OF INC- NC
1. NAME OF CORPORATION, PRINCIPAL OFFICE ADDRESS
MERCER BUILDING COMPANY
1009A ONSVILLE DR.
JACKSONVILLE NC 28540
2. REGISTERED AGENT AND MAILING ADDRESS
GARY A MERCER
1009A ONSVILLE DRIVE
JACKSONVILLE NC 28540
99 180 (119I+
3. STREET ADDRESS OF REGISTERED OFFICE
1009A ONSVILLE DRIVE
JACKSONVILLE NC 28540
COUNTY - ONSLOW
4. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT
RUFUS L. EDNISTEN
SECRETARY OF STATE
ANNUAL REPORTS
P.O. BOX 29525
RALEIGH, NC 27626-0525
[phone]
REPORT DUE DATE- 06-29-1994
NOTICE°, T L-. 04-30-1994
DATE OF fie-?b4-16-1982
ENTER PRINCIPAL OFFICE ADDRESS CHANGE HERE -
ENTER AGENT NAME AND NAILING ADDRESS CHANGE HERE -
ENTER STREET ADDRESS CHANGE HERE -
(SIGNATURE CONSTITUTES CONSENT TO APPOINTMENT)
5. FEDERAL EMPLOYER ID NUMBER ENTER FEDERAL ID NUMBER CHANGE HERE -
561246901
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL RS H
NAME- Gary A. Mercer ADDR- D10UWA 966-vi l l e Drive
TITLE- President CITY- Jacksonville ST- NC ZI�8546
NAME -Judith S. Mercer ADDR- 1009-A Onsville Drive
TITLE- Secretary CITY- Jacksonville ST-NC z1i28546
NAME-
ADDR-
TITLE-
CITY-
ST- ZIP-
NAME-
ADDR-
TITLE-
CITY-
ST- ZIP-
7. ENTER NAME AND BUSTNESS ADDRFSS
OF T)IRF.CTORS HFRF -
ATTArH 2ND PArg NF.FS$ARY
NAME- (Mary A. Mercer
ADDR-
1 CnGA OnsVll le
IrIve
?R546
Jacksonville
NC
CITY -
ST- Zip-
Judith S. Mercer
1009A Onsville
Drive
NAME-
ADDR-
Jacksonville
NCZIP_2.8546
CITY-
ST_
NAME-
ADDR-
CITY-
ST- ZIP-
S. BRIEFLY DESCRIBE THE NATURE OF THE BUSINESS -
To purchase and sell and and buildings in NC
MERCER BUILDING COMPANY
9. DATE- - �.j - / 3 J . S
(FORM MUST BE SLDNED BY OFFICER OF CORPORATION)
NAME- Gary A. Mercer TITLE- President
TYPE OR PRINT NAME AND TITLE t 2 0 . 0 O
This form should be returned by the DUE DATE shown above with a check for $119MO to:
SECRETARY OF STATE, ANNUAL REPORT SECTION, POST OFFICE 29525, RALEIGH NC 27626-0525.
CAR4

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
P
[phone]
so�
TO
DATE JOB NO.
ATTENTIO
RE:
- 1
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
Y-r-.S SAVA
i
_.3
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGN
If enclosures are not as noted, kindly notify us at ce.

Narrative
Stormwater Management Plan
Old Beaufort Village
Phase 5
January 7, 2005
Revised January 12, 2005
Owner:
Mercer Building Company
106-B Professional Park Drive
Beaufort, NC 28516
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
p, -F FD
JAN 1 4 2005
BY: _ ..
Old Beaufort Village, Phase 5 is a planned residential community offering housing in Beaufort,
located in Carteret County. The project consists of forty-eight lots for single family residences.
The project is being proposed as low density with impervious surfaces totaling 30% of the tract
(see plans for allotments). The project is proposing curb outlets with required vegetative swales for the
treatment of stormwater. Stormwater runoff drains to Gable Creek, more than one-half mile from the
project site. Gable Creek is classified as an SA water.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion and
sedimentation control measures are needed, they shall be installed immediately. It is intended that all
grading and excavation activities within a certain area will be protected as soon as that activity is
complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or
as deemed necessary by the engineer to insure that off -site sedimentation is controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to
trap sediment and prevent from the sediment moving off -site.
Maintenance Plan
All erosion and sediment control measures shall be checked for stability and effective operations
following every runoff producing rainfall event or at least once per week. Repairs required shall
be completed immediately to the dimension and functions indicated on the plans.
Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet deep at the
fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance. Disturbed
areas shall be fertilized, reseeded and mulched as necessary according to the Contract documents
to establish and maintain a dense vegetative cover.

Construction Sequence
1. Grub areas within right of way, drainage and utility easements.
2. Install stone construction entrance.
3. Install silt fencing as located on plans within area of construction.
4. Fill existing ditches as shown, construct drainage swales and temporary sediment traps, where
specified. Install excelsior control blanket within all swales and newly constructed ditches. Seed
constructed ditches and sod 100' vegetated swales within 14 days of land disturbance.
5. Rough grade area within right-of-way
6. Install utilities, including catch basins.
7. Fine grade street area and seed areas to remain outside of paved area.
8. Install curb and gutter and drainage outlet flumes and place CABC.
9. Pave street.
10. Perform final seeding and mulching.
11. Remove temporary sediment traps within drainage area once all lots within said drainage area
have been developed and drainage swales are stabilized.
C. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
D. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC
2H.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Section .1003(d)(1) low
density development.
Off• ��S ^'9' • •': R ald D. Cullipher, P.E. Date
.z:o t:
Q`
• � O
�' E • �
,P��' o1D D lee°"�°,

TopoQuads Copyright @ 1999 DeLorme Yarmouth, ME 04096 Source Data: USGS f ft Scale: 1: 19,200 Detail:134 Datum: WGS84

VA'
V*- 16

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
joB T" 32Z--17 W, e.-Ptav:Z
SHEET NO.
J
OF
CALCULATED
^Z
� `
DATE
CHECKED B
DATE 7 ev
SCALE
Dvpvt N (N c- -Cz) C NBLE CRGI�/- 1CL455 SP- -CUTSI D P Y2 W Ll; A?-G -'�0/,
trap.
Atw/vAe(,,t-7r- a/L jmPe _vcaUS = _-3IY[
Lor 'Bu A --
to -Ps I— B
ci -Z 1 =
22r 41b =
--rorc-Au` -tVLi A
= 2-ct o 0 sue! co -F
Z� c) U SF A-0 T
= L 4-3-7 C5 o s F
SQL � ^ �igbbsP
�OC-7WALKS = Sr
'Pp'o postF D `Zbgo i
z3.200 sF
=42.2�c,�sr
753 00 W

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
PROJECT: OLD BEAUFORT VILLAGE, PHASE V
LOCATION: BEAUFORT, CARTERET COUNTY, NC
RUNOFF CALCULATIONS
RATIONAL METHOD: Q=CIA
�oB .? rtl'9322-1-1 al 1�c lr i Vi 4lacte t AZT
SHEET NO. O a
CALCULATED BY ' L DATJ 12 . p S
CHECKED BY DATE
SCALE
�®p1o11111I1i�i1��
�
N� �a !iV SSIO;,, o� ss
�{oCL
a •
lu
IB.1e,11114 W ®4�4'
RETURN PERIOD: 10 YEARS
Tc: MIN. .......... .
INTENSITY: ' . • ' .. ,. ..,; 7.23 IN/HR
RUNOFF COEFFICIENTS;,. ;....,. 1 IMPERVIOUS AREAS:.. _
-0.35 GRASSED AREAS:: ;
DA
AREA (SF)
AREA
(AC)
STREET/SW
AREA (SF)
LOT BUA
(SF)
TOTAL IMP.
AREA (SF)
TOTAL IMP.
AREA (AC)
GRASSED
(SF)
GRASSED
(AC)
CO
Q10
(CFS)
1
261231
5.997
42967
56421
99388
2.282
161843
3.715
0.60
25.90
2
121270
2.784
26027
27956
53983
1.239
67287
1.545
0.64
12.87
3
135677
3.115
29236
18808
48044
1.103
87633
2.012
0.58
13.07
4
113955
2.616
24375
16774
41149
0.945
72806
1.671
0.58
11.06
TABULATION OF iiViPERVIOUS'SURFACE AREA (BUA) FOR LOTS:
entire lot ' 3050 sf
lot fronts 2033 `sf (2/3 BUA)
DA
FRONT
# LOTS
SF
ENTIRE
# LOTS
SF
HALF
I # LOTS
SF
TOTAL
BUA
1
12
24396
10
30500
1
1525
56421
2
7
14231
4
12200
1
1525
27956
3
1
2033
5
15250
1
1525
1 18808
4
3
6099
3
9150
1
1525
1 16774

�k4•oF8
® DA #1 = 261231 SF
® DA #2 = 121270 SF
® DA #3 = 135677 SF
® DA #4 = 113955 SF
/
/
�• ham' ... •'•'rr9`% �.+� " ,
� � � ;. •.%yam:_
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i/`/'ice i:: _•. / , r� '-., .•�••.
".n Bel
10
mw
Vh
DRAINAGE AREAS FOR VEGETATED SWALES
OLDE BEAUFORT VILLAGE
PHASE
BEAUFORT TOWNSHIP, T CO.. NORTH CAROLINA
CLIENT: MERCER BUILDING CO.
ADDRESS: 106-B PROFESSIONAL PARK DRIVE
BEAUFORT, NC 28516
PHONE: (252) T28-6636
3TROUD ENGINEERING. P.A.
151A HIGHWAY 24
YOB6HEAD CITY, N.C. 28557
PROJECT #: PM322-17 SCALE: 1 /'= 200' (E62)847-7479

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Swale Design Data Table
(Utilizing Mannings Eqn.)
Q = 1.486(A)(R)213(S)112
n
Trapezoidal Section
A = By + My2
P = B + 2y(1+m2)112
R = A/P
JOB f"`3Zz - R- Old' Bc 0-' V i U 1 4tA4e-'_ ` 1%$9C.6
SHEET NO. C�> OF ° 8 `
CALCULATED B ,+ - DATE 4 05 jul
CHECKED B DATE
SCALE
®` CAR '-IQ® N of
II S/0
SEAL
A 3 p a
13
°
I�ia �j •.;;GFN••,•° `@ goo
n= 0.02
n= 0.03
Swale
DA (ac)
Quo (Cfs)
Bottom (ft)
Msideslope (ft)
Slope
V1 (fus)
yl (ft)
V2 (ft/s)
y2 (ft)
1
1
25.90
10.00
5:1
0.002
2.38
0.78
1.79
0.97
2
2
12.87
10.00
5:1
0.002
1.91
0.53
1.45
0.67
3
3
13.07
10.00
10:1
0.002
2.81
0.35
2.12
0.43
4
1 4 1
11.06
1 2.00
5:1
0.008
3.49
0.62
1 2.58
0.75
Note:
V, and y, are for bare earth n=0.02
V2 and y2 are for grassed lined n=0.03
Bare earth V>2.5 ft/s use an erosion control lining.
"Proposing to use erosion control lining in all swales.
Grass lined velocities are all non -erosive.
RECEIVED
JAN 2 5 2005
BY:

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
I n I [phone]
TO
VV
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
dIEUVIEn @1P 4EM� 1MIu OUVEL
RE:
roe
the following items:
❑ Samples ❑ Specifications
SAME MMMS
----- - - --
_
m,"a L.a •
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
(S
If
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at onG-

OLD BEAUFORT VILLAGE
Subject: OLD BEAUFORT VILLAGE
From: "ginger turner" <[e-mail]>
Date: Wed, 12 Jan 2005 14:55:21 -0500
To: <[e-mail]>
YOU ARE CORRECT. THE MAP THAT WAS SUBMITTED DID NOT STATE THAT NOELLE
HAD MADE THE CALL IT ONLY INDICATED THE PROJECT IN RELATIONSHIP TO THE
1/2 MILE ARC. RON INFORMED ME LATER THAT HE MET WITH NOELLE NOT LONG
AFTER THE NEW 1/2 MILE RULE TO SA WATERS CAME INTO EFFECT, SO THAT THE
DEVELOPER WOULD KNOW WHAT HIS OPTIONS WERE FOR THE PROPERTY.
-----Original Message -----
From: Linda Lewis [ mailto:[e-mail]
Sent: Wednesday, January 12, 2005 12:18 PM
To: ginger turner
Subject: Re: OLD BEAUFORT VILLAGE PHASE V
Ginger:
I don't think the map we saw referenced the fact that Noelle had made
the stream call.
Linda
ginger turner wrc)t:e :
LIMA,
CAMERON ASKED FOR ME TO INCLUDE A BETTER VICINITY MAP OF THE PROJECT
LOCATION IN RELATIONSHIP TO THE SA WATERBODY OR STREAM:. THE MAP THAT
WAS SUBMITTED DOES HAVE THE SA STREAM CALL (AS DETE'RMI1ED BY NOELLE
LUTHERAN) WITH THE % MILE ARC, INDICATING THAT OUR PROJECT IS IN FACT
OUTSIDE OF THIS ARC. I WILL PROVIDE YOU WITH AN ADDITIONAL COLOR COPY
IN MY SUBMITTAL FOR JANUARY 19TH. PLEASE LET ME KNOW IF YOU SEE ANY
PROBLEMS WITH THIS SUBMITTAL.
l of 2 1/12/2005 5:07 PM

OLD BEAUFORT VILLAGE
THANKS,
GINGER TURNER, EI
2 of 2 1/12/2005 5:07 FM

fiWtA
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Gary A. Mercer
Company Mercer Building Company
Address 106-B Professional Park Drive City/State Beaufort Zip NC County 28516
Phone [phone] Fax [phone] Email
PROJECT Name Old Beaufort Village - Phase 5
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City/State MOREHEAD CITY Zip 28557 County CARTERET
Phone [phone] Fax [phone] Email [e-mail]
❑ STREAM ORIGINATION CERTIFICATION
----------------------------------------------------------------
❑✓ STORMWA TER. ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
0 Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑
------ ---------------- -------- --------------- ------------ —i — -----
COASTAL ❑ Excavation & Fill ❑ —� Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
✓❑ LAND QUALITY 9 Erosion and Sedimentation Control Plan with 18.0 acres to be disturbed.
—----- —------ ------ -------- —------------ ------- ------------- ---- ------- -----
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional flees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

STATE OF NORTH CAROLINA
5' SUPPLEMENTAL AMENDMENT TO
DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS FOR
OLDE BEAUFORT VILLAGE SUBDIVISION
(ADDING LOTS 1-48, PHASE V)
COUNTY OF CARTERET
THIS FIFTH SUPPLEMENTAL AMENDMENT executed this day of ,
2005, by Mercer Building Company, a North Carolina Corporation, Professional Drive, Beaufort,
North C arolina, herein "D eclarant"; and any and all p ersons, firms and c orporations h ereafter
acquiring any of the lots within Olde Beaufort Village Subdivision;
WITNESSETH:
WHEREAS, Mercer Building Company has here therefore executed and recorded in Book
880, page 325, Carteret County Registry, a comprehensive set of Covenants, Conditions and
Restrictions for Olde Beaufort Village Subdivision which are applicable to lots 1 through 12, 49, and
81 through 92, Phase I, Olde Beaufort Village, as shown on a plat recorded in Map Book 29, Page
850, Carteret County Registry;
WHEREAS, Declarant thereafter executed and recorded a technical amendment to said
Covenants in Book 901 at Page 262, Carteret County Registry, and there after conveyed the area
described on Exhibit A to said Restrictive Covenants in Book 880, Page 325, Carteret County
Registry, to East Carolina Community Development, Inc. by Deed recorded in Book 880, Page 341,
Carteret CountyRegistry, and East Carolina Community Development, Inc. thereafter recorded a l't
Supplemental Amendment to the Declaration of Covenants, Conditions and Restrictions for Olde
Beaufort Village Subdivision in Book 918, Page 680, Carteret County Registry;
WHEREAS, Declarant reserved the right in Section VII to add additional properties to said
Covenants and to have said Covenants binding on and run with the additional properties, and
Declarant now desires to bring the additional properties described herein under the terms of said
Declaration for said Subdivision;

WHEREAS, Declarant thereafter executed and recorded a 2nd Supplemental Amendment to
the Declaration of Covenants, Conditions and Restrictions for Olde Beaufort Village Subdivision
in Book 944, Page 379, Carteret County Registry, which made the lots described as Lots 50 - 56 and
73 - 80, Phase III, as shown on the plat recorded in Map Book 30, Page 136, Carteret County
Registry, subject to the Restrictive Covenants for Olde Beaufort Village Subdivision;
WHEREAS, Declarant thereafter executed and recorded a 3Td and 4t'' Supplemental
Amendments to the Declaration in Book 1026, page 228 and Book 1058, page 38, respectively,
which made lots 57-72, Phase III, and lots 13-48, Phase IV, as shown on a Stroud Engineering Plats
recorded in Map Book 30, page 362 and Map Book 30, page 504, Carteret County Registry, subject
to said Declaration as recorded in Book 944, page 379, as amended;
WHEREAS, Declarant now desires to bring additional properties described herein under the
terms of said Declaration;
NOW, THEREFORE, in accordance with Section VII of said Declaration, Declarant hereby
amends said Declaration by adding the additional lots as follows:
1. Section II (1) is amended to read as follows:
A. Applicability. The real property described on Exhibit A to the Declaration recorded in
Book 880, Page 325, consisting of Lots 1-12,49, and 81 through 92, Phase I, Olde Beaufort Village
Subdivision, as shown on a plat recorded in Map Book 29, Page 840, Carteret County Registry, and
Lots 50 through 56 and 73 through 80, Phase III, as shown on a plat recorded in Map Book 30, Page
136, Carteret County Registry are subject to the operation of these Covenants. Lots 57 through 72,
Phase III, as shown on a Stroud Engineering Plat recorded in Map Book 30, Page 362, Carteret
County Registry, are further made subject to the operation of these Covenants. Additionally, lots
13-48, Phase IV, as shown on a Stroud Engineering Plat recorded in Map Book 30, page 504. And
lots 1-48, Phase V, as shown on a plat recorded in Map Book , page , Carteret County
Registry, are hereby made subject to the operation of these Covenants.
B. Subparagraph A under Section IV (3) in said Declaration is amended to provide as
applicable that the building setbacks on any lot on and after the recordation of this Amendment shall
be twenty five (25) feet for the front, thirty (30) feet for the rear, and eight (8) feet for the side.
C. The impervious surface restrictions applicable to the lots in Phase V shall be a set forth
on Exhibit A to this 5t' amendment to the Covenants attached hereto and incorporated herein by
reference. The exhibit restricts each lot referenced to the allowable built -upon areas shown..
D. "Reserved or Park Area". The Declarant reserves the right to convey the area designated
"reserved" or "Park Area" as shown on the plat for Phase V to the Town. of Beaufort, and said area
is excepted from this amendment and the Covenants for Olde Beaufort Village and is not subject to
the same.
FA

2. Binding effect. From and after the date of recording this Amendment shall be binding on the
owners of said lots subject to these Covenants and their heirs, successors and interest and assigns,
and said Covenants shall run with said lots.
IN WITNESS WHEREOF, Mercer Building Company has executed this Supplemental
Amendment on the date above written.
Mercer Building Company
By:
Gary A. M cer-President
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, , a Notary Public for the County and State aforesaid, certify
that Gary A. Mercer, President of Mercer Building Company, personally appeared before me this day
and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this the day of )2005.
My Commission expires:
Q
Notary Public

Okte Beaufort Village Phase V c-x
Low Density Stormwater Permit, Total 48 lots
The following impervious restrictions shall apply to lots:
Lot #
Allowable BUA/Lot (SF)
1
2900
2
2900
3
2900
4
2900
5
2900
6
2900
7
2900
8
2900
9
3250
10
3250
11
3250
12
3250
13
3250
14
3250
15
3250
16
3250
17
3250
18
3250
19
3250
20
3250
21
3250
22
2900
23
2900
24
2900
25
2900
26
2900
27
2900
28
2900
29
2900
30
2900
31
2900
32
2900
33
2900
34
2900
35
2900
36
2900
37
2900
38
2900
39
2900
40
2900
41
2900
42
2900
43
2900
44
2900
45
2900
46
2900
47
2900
48
2900
Open space/Park
2500
Total
146,250 sgft