SW8050608_Historical File_20050615

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO _
0,J_d1AA1 rj),. pk� 1j
lnA, -61 N(-" 2H c
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
KRUVIP.12 OF U D ° MNOUVE
DATE6. w 11111r/L JO Q , )!
Ja
ATTENTION /�6\ �
RE:
the following items:
❑ Samples ❑ Specifications
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
�As requested
❑ For review and comment
❑ FOR BIDS DUE
VViL11.112V
❑ 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
SIGNED: by K%4
if enclosures are not as noted, kindly notify us at on .

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
(252) 247--7479
LD
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
ILIAUVIE12 OLJ U o U LJV93LJIJLJUUML
DATE
ATTENTION
RE:
Y 11 _
❑ Samples
the following items:
❑ Specifications
DESCRIPTION
DOMINION
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
r
SIGNED:
If enclosures are not as noted, Kindly notify us at on

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iY9ay. 19. 2005 9:24AM STROUD ENGINEERING P A No.2303 P. 2
* m 015F
NCDENR b
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. on the review date, unless prior arrangements are made.
DATE1 I�aS
APPLICANT Name_E
Company
PROJECT
Name M OYA i lM-y tF5+A71f5
Company Oyu d & r nri
Address) —A City ZipZ8,-a County
^2 J I.7 d E__ nr' — ')r1d3 _DJ:eQR c..- , _.L _. _ Anc-_!.._
❑ STREAM ORIGINATION CERTIFICATION
STORMWATER Low Density ❑ High Density -Detention Pond ❑ Off site%
Low Density -Curb & Gutter ❑ High Density -Infiltration
�-The Soils Scientist must visit the site to confirm the soils prior to submittal.
TThe Designers Certification and recorded deed restrictions must be submitted.
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
LAND QUALITY Erosion and Sedimentation Control Plan. Ml�, (} A C,
❑ 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 fees, 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.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits:
$
Total Fee Amount $

May. i9. 2005 9:25AM STROUD ENGINEERING P A No. 2303 P. 3
H1 bd 31.(,� 3g
OAla H180N
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May. 19. 2005 9:25AM STROUD ENGINEERING P A No.2303 P. 4
Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
North River Estates
April 21, 2005
Owner:
Wilmington Commercial Properties
c/o Deans Hackney
P.O. Box 3422
Wilmington, NC 28406
Engineer: Stroud Engineering, P.A.
1.51-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
North River Estates is a single-family subdivision located in the Bettie community of Beaufort,
Carteret County. The subdivision has nine lots, each with frontage on Highway 70E. A common
private street, by dedicated 60' right of way easement, is being proposed to provide access to the lots.
The total project area of all nine Iots is 22.6915 acres.
The soils found in this location (as shown on the attached soils map) are mostly De-Deloss fine
sandy loam, Tm-Tomotley fine sandy loam and AaA-Altavista loamy fine sane. The land disturbance
limit is defined by the land disturbance line as shown on the plans, which equals approximately four -
acres. This site presently drains to the south-west into the North River, which is classified as SA
waters. The project is being proposed as low density with impervious surfaces totaling less than the
allowable 25% of the usable tract.
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.
File: Yl?ublic/Master/Drawings/l 546/1546 NARRATIVE Am

May.19. 2005 9:25AM STROUD ENGINEERING P A
No, 2303 P. 5
Maintenance Plan
1. 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.
2. 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.
3. 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. Clear and grub areas within land disturbance limits as shown.
2. Install stone construction entrance.
3. Install silt fencing as shown on plans.
4. Install sediment traps with check dams as specified on plans.
5. Regrade existing ditches as shown, construct roadside ditches and seed all sections not to be paved
within 14 days of land disturbance.
6. Rough grade street area within right-of-way easement.
7. Fine grade street area, place stone base course and seed areas to remain outside of paved area.
8. Pave street.
9. Perform final seeding and mulching and fill sediment traps upon stabilization of drainage swales.
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(dxl) low
density development.
Ro ald D. Cullipher, P. Date
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File: flPublir/Master/Drawings/154611546 NARRATIVE Am

May.19. 2005 9:24AM
151 A Hwy 24
Morehead Cky, NC 28557
252-247.7479 Phone
252.247.4098 • Fax
SIRODU ENGINEERING F A No. YJU� N. I
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Re: IC,�1 IV tr
❑ Urgent D For Review
*Comments: - palir
Stroud Engineering, P.A.
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STROUD ENGINEERING, P.A. JOB FM (51L46
P.ye r-L14a-4-ff
Hestron Plaza Two SHEET NO.
151 A Hwy. 24 CALCULATED
OF
DATE �—
MOREHEAD CITY, NC 28557 CHECKED BY
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f
Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and clmnnel fining procedures". New York Department
of Transportation, :Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full capacity
(2) QIo
(3) V full /
f (4) Vto
/ where Q = discharge in cfs and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute now velocity Vo at culvert or paved channel outlet..
Step 2) For pipe culverts Do is diameter. V
For pipe atch, arch and box culverts, and phod channel outlets,
Do=Ao, where A.= cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Step 3) For apron grades of.10%' or steeper, use recommendations
For next highei r zone. (Zones 1 through 6)..
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iu is 20' 25'
DIAMETER (Ft.)
Figure 8.06.b.1
Rev. 1W)3 8.06.S

0
&
APMKMATERM
TO PROtECTCULVERr
L1
TO PREVENT SCOUR
HOLE USE L? ALWAYS
L2
MIS�TO
NE FILLING--(FINE),;,;i"CL. A' t I
3 x Do
4 x Do
ONE FILLING.(LIGHT) CL. B
3 x Do
6 x Do
3
STQNE'FILLING(MEDI'UM)"CL.1•
4 x De
8 x Do
4•
STONE FILLINC4 (HEAVY)" CL.1
4• x Do
8 x -Do
5
STONE FILLING -.(HEAVY) '.. CL, 2
V x- Do
10 x Do
6
STONE FILLIN6 (HEAVY) - CL. 2 .
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE STONE).
Fig. 8,06.b.2 ..
Width = 3 times pipe dia. (min,)
DETERMINATION OF. STONE SIXES FOR DUMPED STONE
CHANNEL CININGS.ANIj REVETMENTS ' '�►
Siep 1) Use figaue.8.06.b.Ito determine• maximum stone size (e.g. for 12
Fps=20 or 550 lbs.
Step 2) Use:figure.8,06.b.4 to-detennine.acceptable size range for stone
(for 12 FPS`it is 125-500 lbs. for 75% of stone, and the maximum
and minimum iange in weight should be 25-500 lbs.)
Note: In determining channel velocities for stone linings and revetment, use z
the following coefficients of roughness:'
:Diameter Mannin's Min. thickness
-- :(inches) "n of hing (inches)
Fine 3 0.031 9 12
Light. 6 0.035 12 lg
Medium 13 0.040 18 24
h' ..... 23 0.044 30 36
(Channels) (Dissapatoss)
8.06.6
Rev. 12,93

LIMITED LIABILITY COMPANY (LLC)
i ANNUAL REPORT
r
SOSID: 0462054
Date Filed: 4/8/2003 7:41:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2003 098 00575
NAME OF LIMITED LIABILITY COMPANY (LLC): MLMINGTON COMMERCIAL PROPERTIES LLC
STATE OF REGISTRATION: NC FISCAL YEAR ENDING:
SECRETARY OF STATE L.L.C. ID 0462054 FEDERAL
If this is the first annual report filing,YOU MUST COMPLETE THE ENTIRE FORM. If ynur r__1
LLC's information has not changed since the pravinue ►epoe, p:-o,o check the.hnv _
and complete lin- 7, _
-, rCGiS rERED AGENT 8 REGISTERED OFFICE STREET ADDRESSaNCLUDE COUNTY:
Hackney, -Deans ___.. _ -Name-
3802 Park Avenue
Wilmington, NC 28403 Street
XNEAR
562094245
i
Must be a North Carolina address!
County: New Hanover City NC, Zip County i
2- REGISTERED OFFICE MAILING ADDRESS IF DIFFERENT FROM THE STREET ADDRESS: �tcs t t✓sC PO . lB0 x /j'r
PO Box 3442
Wilmington, NC 28406 Street
City G,%.f!M..vC f4� NC, Zip ,9 9--(0 (n I _
i
I
3. IF THE REGISTERED AGENT CHANGED, THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE: I
3802 Park Avenue Street
Wilmington, NC 28403
County. New Hanover City State , Zip I
Telephone Number, including area code [phone]
5. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
Real Estate Development
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(SWEMBER(S) OR IF THE LLC HAS NEVER HAD MEMBERS, ITS
ORGANIZERS: (ATTACH ADDITIONAL -PAGES IF NECESSARY) _
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS -
OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
FORM MUST BE SF
TYPE OR PRINT NAME \ / TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State
111 HIM III 1IN1111
_ �3AS -I D�
-� DATE
i
i
Corporations Division - Post Office Box 29525 - Raleigh, NC 27620525
III Ill 111111 hill 1111111111111